DEMO_febio_0032_sphere_tube_slide

Below is a demonstration for:

Contents

Keywords

clear; close all; clc;

Plot settings

fontSize=15;
faceAlpha1=0.8;
faceAlpha2=0.3;
markerSize=40;
lineWidth=3;

Control parameters

% Path names
defaultFolder = fileparts(fileparts(mfilename('fullpath')));
savePath=fullfile(defaultFolder,'data','temp');

% Defining file names
febioFebFileNamePart='tempModel';
febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name
febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name
febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement
% febioLogFileName_force=[febioFebFileNamePart,'_force_out.txt']; %Log file name for exporting force

% Sphere parameters
sphereRadius1=1;
nRefine1=3;
sphereRadius2=sphereRadius1/4;
nRefine2=1;

% Ground plate parameters
tubeRadius=0.65*sphereRadius1;
inletRadius=tubeRadius/3;
tubeLength=4;

% Material parameter set
c1=1e-3; %Shear-modulus-like parameter
m1=8; %Material parameter setting degree of non-linearity
k_factor=10; %Bulk modulus factor
k=c1*k_factor; %Bulk modulus

% FEA control settings
numTimeSteps=25; %Number of time steps desired
max_refs=25; %Max reforms
max_ups=0; %Set to zero to use full-Newton iterations
opt_iter=15; %Optimum number of iterations
max_retries=10; %Maximum number of retires
dtmin=(1/numTimeSteps)/100; %Minimum time step size
dtmax=1/(numTimeSteps); %Maximum time step size
symmetric_stiffness=0;

contactPenalty=5;

displacement_X=-2.5;

Creating model geometry and mesh

% Create hemi-sphere mesh
[F_blob1,V_blob1]=geoSphere(nRefine1,sphereRadius1);
[F_blob2,V_blob2]=geoSphere(nRefine2,sphereRadius2);
[F_blob,V_blob,C_blob]=joinElementSets({F_blob1,F_blob2},{V_blob1,V_blob2});
pointSpacingBlob=mean(patchEdgeLengths(F_blob,V_blob));

Visualize hemi-sphere surface

cFigure; hold on;
gtitle('The sphere surface mesh',fontSize);
gpatch(F_blob,V_blob,C_blob,'k',0.85);
patchNormPlot(F_blob,V_blob);
axisGeom(gca,fontSize);
colormap(gjet); icolorbar;
camlight headlight;
drawnow;

Using tetgen to create a tetrahedral mesh

% Tetgen input structure
inputStruct.stringOpt='-pq1.2AaY';
inputStruct.Faces=F_blob;
inputStruct.Nodes=V_blob;
inputStruct.holePoints=[0 0 0];
inputStruct.faceBoundaryMarker=C_blob; %Face boundary markers
inputStruct.regionPoints=getInnerPoint(F_blob,V_blob); %region points
inputStruct.regionA=tetVolMeanEst(F_blob,V_blob);
inputStruct.minRegionMarker=2; %Minimum region marker

% Create tetrahedral mesh using tetGen
[meshOutput]=runTetGen(inputStruct); %Run tetGen

% Access model element and patch data
Fb_blob=fliplr(meshOutput.facesBoundary);
Cb_blob=meshOutput.boundaryMarker;
V_blob=meshOutput.nodes;
E_blob=meshOutput.elements;
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- TETGEN Tetrahedral meshing --- 04-Jun-2019 12:57:01
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- Writing SMESH file --- 04-Jun-2019 12:57:01
----> Adding node field
----> Adding facet field
----> Adding holes specification
----> Adding region specification
--- Done --- 04-Jun-2019 12:57:01
--- Running TetGen to mesh input boundary--- 04-Jun-2019 12:57:01
Opening /mnt/data/MATLAB/GIBBON/data/temp/temp.smesh.
Delaunizing vertices...
Delaunay seconds:  0.012156
Creating surface mesh ...
Surface mesh seconds:  0.000927
Recovering boundaries...
Boundary recovery seconds:  0.001229
Removing exterior tetrahedra ...
Spreading region attributes.
Exterior tets removal seconds:  0.000354
Recovering Delaunayness...
Delaunay recovery seconds:  0.002974
Refining mesh...
Refinement seconds:  0.034985
Optimizing mesh...
Optimization seconds:  0.002817

Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.node.
Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.ele.
Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.face.
Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.edge.

Output seconds:  0.024703
Total running seconds:  0.080239

Statistics:

  Input points: 684
  Input facets: 1360
  Input segments: 2040
  Input holes: 1
  Input regions: 1

  Mesh points: 3050
  Mesh tetrahedra: 17108
  Mesh faces: 34896
  Mesh faces on exterior boundary: 1360
  Mesh faces on input facets: 1360
  Mesh edges on input segments: 2040
  Steiner points inside domain: 2366

--- Done --- 04-Jun-2019 12:57:02
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- Importing TetGen files --- 04-Jun-2019 12:57:02
--- Done --- 04-Jun-2019 12:57:02

Visualize blob mesh

hFig=cFigure;
subplot(1,2,1); hold on;
gpatch(Fb_blob,V_blob,Cb_blob,'k',0.8);
patchNormPlot(Fb_blob,V_blob);
axisGeom(gca,fontSize);
colormap(gjet); icolorbar;
camlight headlight;

hs=subplot(1,2,2); hold on;
title('Cut view of solid mesh','FontSize',fontSize);
optionStruct.hFig=[hFig hs];
gpatch(Fb_blob,V_blob,'kw','none',0.25);
meshView(meshOutput,optionStruct);
axisGeom(gca,fontSize);
drawnow;

Creating tube model

pointSpacingTube=pointSpacingBlob/2;
t=linspace(-0.1*pi,pi,100);
x=inletRadius*sin(t);
y=inletRadius*cos(t);
V_curve_tube=[x(:) y(:) zeros(size(x(:)))];
V_curve_tube(:,1)=V_curve_tube(:,1)-inletRadius;
V_curve_tube(:,2)=V_curve_tube(:,2)+inletRadius+tubeRadius;
V_curve_tube(end+1,:)=[-tubeLength tubeRadius 0];
nResample=ceil(max(pathLength(V_curve_tube))./pointSpacingTube);
V_curve_tube=evenlySampleCurve(V_curve_tube,nResample,'pchip',0);

cPar.closeLoopOpt=1;
cPar.numSteps=[]; %If empty the number of steps is derived from point spacing of input curve
cPar.w=[1 0 0];
[F_tube,V_tube]=polyRevolve(V_curve_tube,cPar);
V_tube(:,1)=V_tube(:,1)-sphereRadius1;

c=1;
while 1
    [D,indMin]=minDist(V_tube,V_blob);
    [~,indMinMin]=min(D);
    d=V_tube(indMinMin,1)-V_blob(indMin(indMinMin),1);
    V_tube(:,1)=V_tube(:,1)-d(1);
    if c>1
        if abs(d-dp)<0.001
            break
        end
    end
    c=c+1;
    dp=d;
end
center_of_mass_tube=mean(V_tube,1);
%
% Visualizing plate mesh

cFigure; hold on;
gtitle('The plate surface mesh',fontSize);
gpatch(Fb_blob,V_blob,'kw','none',0.5);
gpatch(F_tube,V_tube,'bw','none',0.5);
% patchNormPlot(F_tube,V_tube);
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Join model node sets

V=[V_blob; V_tube; ];
F_tube=F_tube+size(V_blob,1);

Visualizing model

cFigure; hold on;
gtitle('Model components',fontSize);
hl(1)=gpatch(Fb_blob,V,'rw','k',0.8);
hl(2)=gpatch(F_tube,V,'bw','k',0.8);
legend(hl,{'Blob','Tube'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Get contact surfaces

F_contact_blob=Fb_blob(Cb_blob==1,:);

Visualize contact surfaces

cFigure; hold on;
title('Tube blob contact pair','fontsize',fontSize);
hl(1)=gpatch(F_tube,V,'rw','k',1);
patchNormPlot(F_tube,V);
hl(2)=gpatch(F_contact_blob,V,'gw','k',1);
patchNormPlot(F_contact_blob,V);
legend(hl,{'Master','Slave'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Visualize contact surfaces

bcPrescribeSet=unique(Fb_blob(Cb_blob==2,:));

cFigure; hold on;
title('Tube blob contact pair','fontsize',fontSize);
hl(1)=gpatch(F_tube,V,'rw','none',0.25);
hl(2)=gpatch(Fb_blob,V,'gw','none',0.25);
hl(3)=plotV(V(bcPrescribeSet,:),'k.','MarkerSize',15);
legend(hl,{'Tube','Blob','Prescribed nodes'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Defining the FEBio input structure

See also febioStructTemplate and febioStruct2xml and the FEBio user manual.

%Get a template with default settings
[febio_spec]=febioStructTemplate;

%febio_spec version
febio_spec.ATTR.version='2.5';

%Module section
febio_spec.Module.ATTR.type='solid';

%Control section
febio_spec.Control.analysis.ATTR.type='static';
febio_spec.Control.time_steps=numTimeSteps;
febio_spec.Control.step_size=1/numTimeSteps;
febio_spec.Control.time_stepper.dtmin=dtmin;
febio_spec.Control.time_stepper.dtmax=dtmax;
febio_spec.Control.time_stepper.max_retries=max_retries;
febio_spec.Control.time_stepper.opt_iter=opt_iter;
febio_spec.Control.max_refs=max_refs;
febio_spec.Control.max_ups=max_ups;
febio_spec.Control.symmetric_stiffness=symmetric_stiffness;

%Material section
febio_spec.Material.material{1}.ATTR.type='Ogden unconstrained';
febio_spec.Material.material{1}.ATTR.id=1;
febio_spec.Material.material{1}.c1=c1;
febio_spec.Material.material{1}.m1=m1;
febio_spec.Material.material{1}.c2=c1;
febio_spec.Material.material{1}.m2=-m1;
febio_spec.Material.material{1}.cp=k;

febio_spec.Material.material{2}.ATTR.type='rigid body';
febio_spec.Material.material{2}.ATTR.id=2;
febio_spec.Material.material{2}.density=1;
febio_spec.Material.material{2}.center_of_mass=center_of_mass_tube;

%Geometry section
% -> Nodes
febio_spec.Geometry.Nodes{1}.ATTR.name='nodeSet_all'; %The node set name
febio_spec.Geometry.Nodes{1}.node.ATTR.id=(1:size(V,1))'; %The node id's
febio_spec.Geometry.Nodes{1}.node.VAL=V; %The nodel coordinates

% -> Elements
febio_spec.Geometry.Elements{1}.ATTR.type='tet4'; %Element type of this set
febio_spec.Geometry.Elements{1}.ATTR.mat=1; %material index for this set
febio_spec.Geometry.Elements{1}.ATTR.name='Blob'; %Name of the element set
febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E_blob,1))'; %Element id's
febio_spec.Geometry.Elements{1}.elem.VAL=E_blob;

febio_spec.Geometry.Elements{2}.ATTR.type='quad4'; %Element type of this set
febio_spec.Geometry.Elements{2}.ATTR.mat=2; %material index for this set
febio_spec.Geometry.Elements{2}.ATTR.name='Tube'; %Name of the element set
febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E_blob,1)+(1:1:size(F_tube,1))'; %Element id's
febio_spec.Geometry.Elements{2}.elem.VAL=F_tube;

% -> NodeSets
febio_spec.Geometry.NodeSet{1}.ATTR.name='bcMove';
febio_spec.Geometry.NodeSet{1}.node.ATTR.id=bcPrescribeSet(:);

% % -> Surfaces
febio_spec.Geometry.Surface{1}.ATTR.name='contact_master1';
febio_spec.Geometry.Surface{1}.quad4.ATTR.lid=(1:1:size(F_tube,1))';
febio_spec.Geometry.Surface{1}.quad4.VAL=F_tube;

febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave1';
febio_spec.Geometry.Surface{2}.tri3.ATTR.lid=(1:1:size(F_contact_blob,1))';
febio_spec.Geometry.Surface{2}.tri3.VAL=F_contact_blob;

% -> Surface pairs
febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact1_tube_blob';
febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name;
febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name;

%Boundary condition section
% -> Fix boundary conditions
% febio_spec.Boundary.fix{1}.ATTR.bc='x';
% febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.fix{1}.ATTR.bc='y';
febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.fix{2}.ATTR.bc='z';
febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
%
febio_spec.Boundary.prescribe{1}.ATTR.bc='x';
febio_spec.Boundary.prescribe{1}.ATTR.relative=1;
febio_spec.Boundary.prescribe{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.prescribe{1}.scale.ATTR.lc=1;
febio_spec.Boundary.prescribe{1}.scale.VAL=1;
febio_spec.Boundary.prescribe{1}.relative=1;
febio_spec.Boundary.prescribe{1}.value=displacement_X;

% -> Prescribed boundary conditions on the rigid body
febio_spec.Boundary.rigid_body{1}.ATTR.mat=2;
febio_spec.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='x';
febio_spec.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='y';
febio_spec.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='z';
febio_spec.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Rx';
febio_spec.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Ry';
febio_spec.Boundary.rigid_body{1}.fixed{6}.ATTR.bc='Rz';

%Contact section
% -> Contact 1
febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name;
febio_spec.Contact.contact{1}.ATTR.type='sliding-elastic';
febio_spec.Contact.contact{1}.two_pass=1;
febio_spec.Contact.contact{1}.laugon=1;
febio_spec.Contact.contact{1}.tolerance=0.2;
febio_spec.Contact.contact{1}.gaptol=0;
febio_spec.Contact.contact{1}.minaug=1;
febio_spec.Contact.contact{1}.maxaug=10;
febio_spec.Contact.contact{1}.search_tol=0.01;
febio_spec.Contact.contact{1}.search_radius=0.1;
febio_spec.Contact.contact{1}.symmetric_stiffness=0;
febio_spec.Contact.contact{1}.auto_penalty=1;
febio_spec.Contact.contact{1}.penalty=contactPenalty;
febio_spec.Contact.contact{1}.fric_coeff=0.1;

%Output section
% -> log file
febio_spec.Output.logfile.ATTR.file=febioLogFileName;
febio_spec.Output.logfile.node_data{1}.ATTR.file=febioLogFileName_disp;
febio_spec.Output.logfile.node_data{1}.ATTR.data='ux;uy;uz';
febio_spec.Output.logfile.node_data{1}.ATTR.delim=',';
febio_spec.Output.logfile.node_data{1}.VAL=1:size(V,1);

Quick viewing of the FEBio input file structure

The febView function can be used to view the xml structure in a MATLAB figure window.

febView(febio_spec); %Viewing the febio file

Exporting the FEBio input file

Exporting the febio_spec structure to an FEBio input file is done using the febioStruct2xml function.

febioStruct2xml(febio_spec,febioFebFileName); %Exporting to file and domNode

Running the FEBio analysis

To run the analysis defined by the created FEBio input file the runMonitorFEBio function is used. The input for this function is a structure defining job settings e.g. the FEBio input file name. The optional output runFlag informs the user if the analysis was run succesfully.

febioAnalysis.run_filename=febioFebFileName; %The input file name
febioAnalysis.run_logname=febioLogFileName; %The name for the log file
febioAnalysis.disp_on=1; %Display information on the command window
febioAnalysis.disp_log_on=1; %Display convergence information in the command window
febioAnalysis.runMode='internal';%'internal';
febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small)
febioAnalysis.maxtpi=1e99; %Max analysis time
febioAnalysis.maxLogCheckTime=3; %Max log file checking time

[runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 04-Jun-2019 12:57:14
===========================================================================
         ________    _________   _________     __     _________            
        |        |\ |        |\ |        |\   |  |\  /         \\          
        |    ____|| |    ____|| |    __  ||   |__|| |    ___    ||         
        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||      |   ||      |   || | ||    __   |  ||    |  ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||      |   ||  |  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |__________|| |__||  \_________//          
                                                                           
      F I N I T E   E L E M E N T S   F O R   B I O M E C H A N I C S      
                                                                           
                 --- v e r s i o n - 2 . 9 . 0 ---                 
                                                                           
                                                                           
  http://febio.org                                                         
  FEBio is a registered trademark.                                         
  copyright (c) 2006-2019 - All rights reserved                            
                                                                           
===========================================================================


Success loading plugin NeoHookeanPi.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * 61 isolated vertices removed.                                         *
 *************************************************************************
 ]0;(0%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 1 : 0.04 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.04

Retrying time step. Retry attempt 1 of max 10


AUTO STEPPER: retry step, dt = 0.0363636


===== beginning time step 1 : 0.0363636 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.0363636

Retrying time step. Retry attempt 2 of max 10


AUTO STEPPER: retry step, dt = 0.0327273


===== beginning time step 1 : 0.0327273 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.0327273

Retrying time step. Retry attempt 3 of max 10


AUTO STEPPER: retry step, dt = 0.0290909


===== beginning time step 1 : 0.0290909 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.572613
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    3.834597e-07    0.000000e+00 
	   energy              3.028988e-04    7.509825e-05    3.028988e-06 
	   displacement        1.591008e+01    5.216691e+00    5.216691e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    2.746914e-08    0.000000e+00 
	   energy              3.028988e-04    7.902000e-06    3.028988e-06 
	   displacement        1.591008e+01    2.459769e-01    7.096669e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    2.948414e-09    0.000000e+00 
	   energy              3.028988e-04    1.037092e-06    3.028988e-06 
	   displacement        1.591008e+01    4.594942e-02    8.007597e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    2.225031e-10    0.000000e+00 
	   energy              3.028988e-04    1.335352e-07    3.028988e-06 
	   displacement        1.591008e+01    4.203036e-03    8.281087e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    7.188306e-13    0.000000e+00 
	   energy              3.028988e-04    3.326824e-09    3.028988e-06 
	   displacement        1.591008e+01    1.623570e-04    8.330681e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    2.641450e-15    0.000000e+00 
	   energy              3.028988e-04    6.199439e-13    3.028988e-06 
	   displacement        1.591008e+01    1.118631e-05    8.333028e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    4.617122e-15    0.000000e+00 
	   energy              3.028988e-04    8.546277e-13    3.028988e-06 
	   displacement        1.591008e+01    6.358896e-06    8.332653e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.000000e+00   2.000000e-01
    maximum gap  :    3.024575e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    7.835247e-12    0.000000e+00 
	   energy              3.028988e-04    1.570687e-08    3.028988e-06 
	   displacement        1.591008e+01    4.125437e-03    8.022945e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    2.366716e-14    0.000000e+00 
	   energy              3.028988e-04    5.410418e-11    3.028988e-06 
	   displacement        1.591008e+01    1.964318e-05    8.008397e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    1.155514e-20    0.000000e+00 
	   energy              3.028988e-04    2.090754e-15    3.028988e-06 
	   displacement        1.591008e+01    1.253566e-07    8.007248e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.072245e-01   2.000000e-01
    maximum gap  :    1.329050e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    8.252979e-14    0.000000e+00 
	   energy              3.028988e-04    2.329847e-11    3.028988e-06 
	   displacement        1.591008e+01    1.552886e-04    7.956902e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.0290909
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.357780e-07    1.636787e-20    0.000000e+00 
	   energy              3.028988e-04    2.373216e-15    3.028988e-06 
	   displacement        1.591008e+01    3.661312e-06    7.956275e-06 

........................ augmentation # 3
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.335616e-01   2.000000e-01
    maximum gap  :    8.583465e-04       ***

------- converged at time : 0.0290909

 ]0;(3%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0303786


===== beginning time step 2 : 0.0594695 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    1.319424e-09    0.000000e+00 
	   energy              3.135544e-04    2.954352e-07    3.135544e-06 
	   displacement        3.860723e+00    3.860723e+00    3.860723e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    1.670792e-10    0.000000e+00 
	   energy              3.135544e-04    5.520931e-08    3.135544e-06 
	   displacement        3.860723e+00    4.600993e-03    3.709911e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    2.928656e-10    0.000000e+00 
	   energy              3.135544e-04    1.956041e-08    3.135544e-06 
	   displacement        3.860723e+00    4.370510e-02    4.237576e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    2.511716e-11    0.000000e+00 
	   energy              3.135544e-04    1.196394e-08    3.135544e-06 
	   displacement        3.860723e+00    7.178029e-03    4.392717e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    2.373225e-15    0.000000e+00 
	   energy              3.135544e-04    6.062904e-11    3.135544e-06 
	   displacement        3.860723e+00    7.268760e-05    4.389168e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    2.176922e-20    0.000000e+00 
	   energy              3.135544e-04    3.658475e-15    3.135544e-06 
	   displacement        3.860723e+00    1.573588e-06    4.388489e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    8.052243e-01   2.000000e-01
    maximum gap  :    4.948835e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    3.289602e-11    0.000000e+00 
	   energy              3.135544e-04    5.940553e-08    3.135544e-06 
	   displacement        3.860723e+00    1.335552e-02    4.020698e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    3.621520e-14    0.000000e+00 
	   energy              3.135544e-04    6.520303e-11    3.135544e-06 
	   displacement        3.860723e+00    1.432179e-04    4.009523e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.0594695
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.097310e-07    3.137167e-19    0.000000e+00 
	   energy              3.135544e-04    2.008787e-14    3.135544e-06 
	   displacement        3.860723e+00    2.341323e-06    4.008199e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.948404e-01   2.000000e-01
    maximum gap  :    2.296636e-03       ***

------- converged at time : 0.0594695

 ]0;(6%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0323028


===== beginning time step 3 : 0.0917723 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.839710e-09    0.000000e+00 
	   energy              4.073647e-04    2.075981e-06    4.073647e-06 
	   displacement        3.970398e+00    3.970398e+00    3.970398e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.918639e-10    0.000000e+00 
	   energy              4.073647e-04    7.577272e-08    4.073647e-06 
	   displacement        3.970398e+00    2.949620e-03    3.946287e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.043010e-10    0.000000e+00 
	   energy              4.073647e-04    1.006260e-07    4.073647e-06 
	   displacement        3.970398e+00    1.853815e-02    4.262943e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.456926e-11    0.000000e+00 
	   energy              4.073647e-04    8.273164e-09    4.073647e-06 
	   displacement        3.970398e+00    1.819628e-02    4.598029e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.760808e-14    0.000000e+00 
	   energy              4.073647e-04    1.582755e-11    4.073647e-06 
	   displacement        3.970398e+00    7.538049e-05    4.606393e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.576277e-19    0.000000e+00 
	   energy              4.073647e-04    1.443712e-15    4.073647e-06 
	   displacement        3.970398e+00    1.522262e-07    4.606266e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    6.828082e-01   2.000000e-01
    maximum gap  :    6.313361e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    7.405118e-11    0.000000e+00 
	   energy              4.073647e-04    1.172566e-07    4.073647e-06 
	   displacement        3.970398e+00    2.085345e-02    4.157025e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    2.552027e-13    0.000000e+00 
	   energy              4.073647e-04    7.386673e-10    4.073647e-06 
	   displacement        3.970398e+00    3.780731e-04    4.104185e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.0917723
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.678947e-07    1.855360e-17    0.000000e+00 
	   energy              4.073647e-04    5.723446e-13    4.073647e-06 
	   displacement        3.970398e+00    3.303823e-06    4.102005e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.942522e-01   2.000000e-01
    maximum gap  :    3.068118e-03       ***

------- converged at time : 0.0917723

 ]0;(9%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0338423


===== beginning time step 4 : 0.125615 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    6.166373e-09    0.000000e+00 
	   energy              6.051646e-04    3.509993e-06    6.051646e-06 
	   displacement        4.352063e+00    4.352063e+00    4.352063e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    3.477355e-10    0.000000e+00 
	   energy              6.051646e-04    1.364139e-07    6.051646e-06 
	   displacement        4.352063e+00    4.189255e-03    4.334454e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    2.033083e-10    0.000000e+00 
	   energy              6.051646e-04    1.766958e-07    6.051646e-06 
	   displacement        4.352063e+00    1.639583e-02    4.641595e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    1.832969e-10    0.000000e+00 
	   energy              6.051646e-04    4.411554e-08    6.051646e-06 
	   displacement        4.352063e+00    4.024553e-02    5.151876e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    8.019317e-12    0.000000e+00 
	   energy              6.051646e-04    8.565125e-09    6.051646e-06 
	   displacement        4.352063e+00    2.880137e-03    5.241552e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    2.791963e-13    0.000000e+00 
	   energy              6.051646e-04    4.548384e-12    6.051646e-06 
	   displacement        4.352063e+00    3.947746e-04    5.228970e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    1.714645e-17    0.000000e+00 
	   energy              6.051646e-04    8.869895e-14    6.051646e-06 
	   displacement        4.352063e+00    1.233007e-06    5.228398e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    6.131631e-01   2.000000e-01
    maximum gap  :    9.611468e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    2.064099e-09    0.000000e+00 
	   energy              6.051646e-04    2.274618e-06    6.051646e-06 
	   displacement        4.352063e+00    1.247524e-01    4.327882e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    1.213164e-09    0.000000e+00 
	   energy              6.051646e-04    1.278309e-06    6.051646e-06 
	   displacement        4.352063e+00    9.126859e-02    4.467336e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    1.573813e-10    0.000000e+00 
	   energy              6.051646e-04    6.381812e-08    6.051646e-06 
	   displacement        4.352063e+00    1.762802e-02    4.466244e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    3.505084e-13    0.000000e+00 
	   energy              6.051646e-04    1.264762e-09    6.051646e-06 
	   displacement        4.352063e+00    6.211387e-04    4.468110e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    9.513002e-16    0.000000e+00 
	   energy              6.051646e-04    3.397785e-12    6.051646e-06 
	   displacement        4.352063e+00    1.906771e-05    4.469686e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    5.164745e-19    0.000000e+00 
	   energy              6.051646e-04    5.807068e-15    6.051646e-06 
	   displacement        4.352063e+00    1.322211e-08    4.469659e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.067600e-01   2.000000e-01
    maximum gap  :    4.853542e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    4.006273e-12    0.000000e+00 
	   energy              6.051646e-04    3.728178e-09    6.051646e-06 
	   displacement        4.352063e+00    5.038110e-03    4.268960e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    2.303937e-14    0.000000e+00 
	   energy              6.051646e-04    3.002858e-11    6.051646e-06 
	   displacement        4.352063e+00    2.739324e-05    4.267035e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.125615
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.638395e-06    2.758400e-17    0.000000e+00 
	   energy              6.051646e-04    2.271738e-14    6.051646e-06 
	   displacement        4.352063e+00    1.345244e-07    4.267315e-06 

........................ augmentation # 3
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    8.977891e-02   2.000000e-01
    maximum gap  :    2.905208e-03       ***

------- converged at time : 0.125615

 ]0;(13%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0327803


===== beginning time step 5 : 0.158395 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    1.267484e-08    0.000000e+00 
	   energy              9.104975e-04    6.838710e-06    9.104975e-06 
	   displacement        4.269161e+00    4.269161e+00    4.269161e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    1.230452e-09    0.000000e+00 
	   energy              9.104975e-04    3.696114e-07    9.104975e-06 
	   displacement        4.269161e+00    6.566143e-03    4.268859e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    1.033178e-09    0.000000e+00 
	   energy              9.104975e-04    4.814403e-07    9.104975e-06 
	   displacement        4.269161e+00    6.196130e-02    4.889320e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    1.651138e-09    0.000000e+00 
	   energy              9.104975e-04    1.433950e-07    9.104975e-06 
	   displacement        4.269161e+00    1.250270e-01    5.959293e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.607563
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    6.357752e-10    0.000000e+00 
	   energy              9.104975e-04    1.227000e-08    9.104975e-06 
	   displacement        4.269161e+00    5.528429e-02    6.371188e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    8.428878e-12    0.000000e+00 
	   energy              9.104975e-04    9.388060e-10    9.104975e-06 
	   displacement        4.269161e+00    3.801063e-03    6.337825e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    2.707607e-14    0.000000e+00 
	   energy              9.104975e-04    2.763558e-11    9.104975e-06 
	   displacement        4.269161e+00    9.381972e-05    6.327783e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    2.740812e-17    0.000000e+00 
	   energy              9.104975e-04    1.950027e-13    9.104975e-06 
	   displacement        4.269161e+00    8.719196e-07    6.328742e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.112493e-01   2.000000e-01
    maximum gap  :    1.263482e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 1
	step from line search         = 0.541655
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    1.516870e-08    0.000000e+00 
	   energy              9.104975e-04    3.301014e-06    9.104975e-06 
	   displacement        4.269161e+00    2.725109e-01    5.593428e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    4.688412e-09    0.000000e+00 
	   energy              9.104975e-04    2.741135e-06    9.104975e-06 
	   displacement        4.269161e+00    3.804270e-01    4.808616e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    2.347137e-10    0.000000e+00 
	   energy              9.104975e-04    7.031657e-08    9.104975e-06 
	   displacement        4.269161e+00    3.920439e-02    4.956675e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    3.492077e-11    0.000000e+00 
	   energy              9.104975e-04    1.400961e-08    9.104975e-06 
	   displacement        4.269161e+00    4.262092e-03    4.998057e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    5.254012e-12    0.000000e+00 
	   energy              9.104975e-04    2.586371e-09    9.104975e-06 
	   displacement        4.269161e+00    4.993597e-03    5.011251e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    8.187056e-16    0.000000e+00 
	   energy              9.104975e-04    5.623541e-12    9.104975e-06 
	   displacement        4.269161e+00    2.128427e-05    5.011827e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    1.976118e-20    0.000000e+00 
	   energy              9.104975e-04    6.349016e-16    9.104975e-06 
	   displacement        4.269161e+00    1.108522e-08    5.011768e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.248133e-01   2.000000e-01
    maximum gap  :    8.603459e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    8.129092e-11    0.000000e+00 
	   energy              9.104975e-04    3.458164e-08    9.104975e-06 
	   displacement        4.269161e+00    3.535523e-02    4.516982e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 17
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    7.898840e-13    0.000000e+00 
	   energy              9.104975e-04    1.330002e-10    9.104975e-06 
	   displacement        4.269161e+00    2.514531e-03    4.557775e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 18
 Nonlinear solution status: time= 0.158395
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.101770e-06    9.463578e-17    0.000000e+00 
	   energy              9.104975e-04    1.748387e-14    9.104975e-06 
	   displacement        4.269161e+00    5.615730e-07    4.557985e-06 

........................ augmentation # 3
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.133879e-01   2.000000e-01
    maximum gap  :    7.142769e-03       ***

------- converged at time : 0.158395

 ]0;(16%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0299591


===== beginning time step 6 : 0.188354 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    2.446923e-08    0.000000e+00 
	   energy              1.286113e-03    1.556138e-05    1.286113e-05 
	   displacement        3.670452e+00    3.670452e+00    3.670452e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    2.971438e-09    0.000000e+00 
	   energy              1.286113e-03    7.694629e-07    1.286113e-05 
	   displacement        3.670452e+00    8.102694e-03    3.779138e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    1.688048e-08    0.000000e+00 
	   energy              1.286113e-03    1.896634e-06    1.286113e-05 
	   displacement        3.670452e+00    4.383333e-01    5.725637e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    3.989387e-09    0.000000e+00 
	   energy              1.286113e-03    7.369256e-07    1.286113e-05 
	   displacement        3.670452e+00    1.962241e-01    7.081394e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    1.557612e-11    0.000000e+00 
	   energy              1.286113e-03    1.144480e-08    1.286113e-05 
	   displacement        3.670452e+00    3.552823e-03    6.976477e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    2.286268e-14    0.000000e+00 
	   energy              1.286113e-03    3.334105e-11    1.286113e-05 
	   displacement        3.670452e+00    1.265731e-04    6.945872e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    2.608730e-17    0.000000e+00 
	   energy              1.286113e-03    1.302818e-13    1.286113e-05 
	   displacement        3.670452e+00    4.850521e-07    6.946338e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.277188e-01   2.000000e-01
    maximum gap  :    1.556494e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    1.754245e-09    0.000000e+00 
	   energy              1.286113e-03    6.477938e-07    1.286113e-05 
	   displacement        3.670452e+00    2.002181e-01    6.719702e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    5.033647e-10    0.000000e+00 
	   energy              1.286113e-03    3.632362e-08    1.286113e-05 
	   displacement        3.670452e+00    1.369933e-01    6.021233e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    3.717813e-13    0.000000e+00 
	   energy              1.286113e-03    3.274225e-10    1.286113e-05 
	   displacement        3.670452e+00    1.112817e-03    5.975711e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    2.371869e-14    0.000000e+00 
	   energy              1.286113e-03    1.019105e-11    1.286113e-05 
	   displacement        3.670452e+00    1.686527e-05    5.972449e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.188354
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.175471e-05    6.808291e-17    0.000000e+00 
	   energy              1.286113e-03    4.387979e-14    1.286113e-05 
	   displacement        3.670452e+00    1.015002e-07    5.972131e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.876875e-01   2.000000e-01
    maximum gap  :    9.296347e-03       ***

------- converged at time : 0.188354

 ]0;(19%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0311442


===== beginning time step 7 : 0.219498 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    6.226722e-08    0.000000e+00 
	   energy              2.145082e-03    3.136886e-05    2.145082e-05 
	   displacement        3.856487e+00    3.856487e+00    3.856487e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    8.254985e-09    0.000000e+00 
	   energy              2.145082e-03    2.111061e-06    2.145082e-05 
	   displacement        3.856487e+00    1.495318e-02    4.159004e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    1.972303e-08    0.000000e+00 
	   energy              2.145082e-03    2.533886e-07    2.145082e-05 
	   displacement        3.856487e+00    5.188429e-01    6.354090e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    5.050535e-09    0.000000e+00 
	   energy              2.145082e-03    7.777379e-07    2.145082e-05 
	   displacement        3.856487e+00    2.036505e-01    8.118548e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    2.410771e-11    0.000000e+00 
	   energy              2.145082e-03    3.839293e-09    2.145082e-05 
	   displacement        3.856487e+00    1.194135e-02    7.896466e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    1.296529e-13    0.000000e+00 
	   energy              2.145082e-03    6.806061e-11    2.145082e-05 
	   displacement        3.856487e+00    1.280899e-04    7.878240e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    1.504755e-17    0.000000e+00 
	   energy              2.145082e-03    9.568666e-14    2.145082e-05 
	   displacement        3.856487e+00    1.298142e-07    7.878826e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.226633e-01   2.000000e-01
    maximum gap  :    2.035443e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    3.563428e-09    0.000000e+00 
	   energy              2.145082e-03    1.173951e-06    2.145082e-05 
	   displacement        3.856487e+00    1.828210e-01    7.860218e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    1.922667e-09    0.000000e+00 
	   energy              2.145082e-03    2.991238e-07    2.145082e-05 
	   displacement        3.856487e+00    1.746282e-01    6.896638e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    2.589512e-12    0.000000e+00 
	   energy              2.145082e-03    2.573945e-09    2.145082e-05 
	   displacement        3.856487e+00    5.441208e-04    6.886811e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    4.564757e-16    0.000000e+00 
	   energy              2.145082e-03    1.116458e-13    2.145082e-05 
	   displacement        3.856487e+00    1.332184e-05    6.882811e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    4.442384e-19    0.000000e+00 
	   energy              2.145082e-03    2.130262e-15    2.145082e-05 
	   displacement        3.856487e+00    9.657853e-09    6.882900e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.145345e-01   2.000000e-01
    maximum gap  :    1.222389e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    1.846954e-11    0.000000e+00 
	   energy              2.145082e-03    4.228699e-09    2.145082e-05 
	   displacement        3.856487e+00    5.982983e-03    6.690723e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    4.150356e-14    0.000000e+00 
	   energy              2.145082e-03    4.155417e-11    2.145082e-05 
	   displacement        3.856487e+00    1.055927e-04    6.658647e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.219498
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.795630e-05    1.255892e-17    0.000000e+00 
	   energy              2.145082e-03    2.493567e-14    2.145082e-05 
	   displacement        3.856487e+00    8.123739e-08    6.659568e-06 

........................ augmentation # 3
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.303021e-01   2.000000e-01
    maximum gap  :    9.080341e-03       ***

------- converged at time : 0.219498

 ]0;(22%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 8 : 0.250642 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    1.495033e-07    0.000000e+00 
	   energy              3.421833e-03    3.486669e-05    3.421833e-05 
	   displacement        4.236370e+00    4.236370e+00    4.236370e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    1.277442e-08    0.000000e+00 
	   energy              3.421833e-03    3.814261e-06    3.421833e-05 
	   displacement        4.236370e+00    2.583684e-02    4.649880e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    4.141327e-08    0.000000e+00 
	   energy              3.421833e-03    4.541088e-06    3.421833e-05 
	   displacement        4.236370e+00    8.652676e-01    7.900543e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    4.661639e-09    0.000000e+00 
	   energy              3.421833e-03    6.241682e-07    3.421833e-05 
	   displacement        4.236370e+00    1.333751e-01    9.462246e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    2.916476e-11    0.000000e+00 
	   energy              3.421833e-03    2.268493e-08    3.421833e-05 
	   displacement        4.236370e+00    3.559562e-03    9.416250e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    6.708107e-14    0.000000e+00 
	   energy              3.421833e-03    3.417312e-13    3.421833e-05 
	   displacement        4.236370e+00    3.477414e-04    9.367994e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    1.932399e-17    0.000000e+00 
	   energy              3.421833e-03    7.154076e-14    3.421833e-05 
	   displacement        4.236370e+00    1.698676e-07    9.368184e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.194824e-01   2.000000e-01
    maximum gap  :    2.384778e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 0.212013
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    2.641944e-07    0.000000e+00 
	   energy              3.421833e-03    3.758437e-06    3.421833e-05 
	   displacement        4.236370e+00    3.281448e-01    9.428677e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 2
	step from line search         = 0.482764
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    6.879968e-08    0.000000e+00 
	   energy              3.421833e-03    4.062243e-06    3.421833e-05 
	   displacement        4.236370e+00    5.599194e-01    8.736716e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    9.824901e-10    0.000000e+00 
	   energy              3.421833e-03    2.538061e-07    3.421833e-05 
	   displacement        4.236370e+00    1.423677e-01    8.512331e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    1.232229e-11    0.000000e+00 
	   energy              3.421833e-03    9.941346e-09    3.421833e-05 
	   displacement        4.236370e+00    1.904944e-02    8.294719e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    3.128102e-15    0.000000e+00 
	   energy              3.421833e-03    1.095859e-11    3.421833e-05 
	   displacement        4.236370e+00    3.309991e-05    8.299573e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.250642
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.217422e-04    2.454315e-18    0.000000e+00 
	   energy              3.421833e-03    8.121445e-15    3.421833e-05 
	   displacement        4.236370e+00    3.365991e-08    8.299463e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.933891e-01   2.000000e-01
    maximum gap  :    1.617966e-02       ***

------- converged at time : 0.250642

 ]0;(25%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0318011


===== beginning time step 9 : 0.282444 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    4.065953e-07    0.000000e+00 
	   energy              4.908080e-03    4.688827e-05    4.908080e-05 
	   displacement        4.345009e+00    4.345009e+00    4.345009e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    2.919671e-08    0.000000e+00 
	   energy              4.908080e-03    5.717454e-06    4.908080e-05 
	   displacement        4.345009e+00    4.148047e-02    4.830390e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    2.112163e-07    0.000000e+00 
	   energy              4.908080e-03    2.766740e-05    4.908080e-05 
	   displacement        4.345009e+00    1.569462e+00    9.187658e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    6.865723e-08    0.000000e+00 
	   energy              4.908080e-03    2.794337e-06    4.908080e-05 
	   displacement        4.345009e+00    7.299169e-01    1.213175e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    2.847874e-09    0.000000e+00 
	   energy              4.908080e-03    3.669521e-08    4.908080e-05 
	   displacement        4.345009e+00    9.115716e-02    1.146632e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    2.378021e-11    0.000000e+00 
	   energy              4.908080e-03    1.465629e-08    4.908080e-05 
	   displacement        4.345009e+00    1.138236e-03    1.131581e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    1.097365e-14    0.000000e+00 
	   energy              4.908080e-03    1.517480e-11    4.908080e-05 
	   displacement        4.345009e+00    1.847961e-05    1.129995e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    6.573247e-19    0.000000e+00 
	   energy              4.908080e-03    1.902887e-15    4.908080e-05 
	   displacement        4.345009e+00    4.673068e-10    1.129998e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.861384e-01   2.000000e-01
    maximum gap  :    3.011780e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 1
	step from line search         = 0.127316
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    5.763984e-07    0.000000e+00 
	   energy              4.908080e-03    1.309500e-06    4.908080e-05 
	   displacement        4.345009e+00    2.099404e-01    1.176537e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    1.937001e-08    0.000000e+00 
	   energy              4.908080e-03    3.768114e-06    4.908080e-05 
	   displacement        4.345009e+00    8.263651e-01    1.312436e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    1.701668e-09    0.000000e+00 
	   energy              4.908080e-03    3.256771e-07    4.908080e-05 
	   displacement        4.345009e+00    8.336616e-02    1.183810e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    4.133529e-12    0.000000e+00 
	   energy              4.908080e-03    5.386501e-09    4.908080e-05 
	   displacement        4.345009e+00    1.759515e-03    1.174014e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    1.044260e-15    0.000000e+00 
	   energy              4.908080e-03    8.260789e-12    4.908080e-05 
	   displacement        4.345009e+00    1.300014e-05    1.173137e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.282444
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.897570e-04    5.637273e-20    0.000000e+00 
	   energy              4.908080e-03    1.048368e-16    4.908080e-05 
	   displacement        4.345009e+00    4.871677e-10    1.173135e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.764438e-01   2.000000e-01
    maximum gap  :    3.105031e-02       ***

------- converged at time : 0.282444

 ]0;(28%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0320889


===== beginning time step 10 : 0.314532 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    8.815721e-07    0.000000e+00 
	   energy              6.445067e-03    6.024266e-05    6.445067e-05 
	   displacement        4.776875e+00    4.776875e+00    4.776875e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    5.478594e-08    0.000000e+00 
	   energy              6.445067e-03    9.130637e-06    6.445067e-05 
	   displacement        4.776875e+00    7.362402e-02    5.466603e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.687588e-07    0.000000e+00 
	   energy              6.445067e-03    2.153055e-06    6.445067e-05 
	   displacement        4.776875e+00    1.451063e+00    1.014348e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    3.833080e-08    0.000000e+00 
	   energy              6.445067e-03    2.786924e-07    6.445067e-05 
	   displacement        4.776875e+00    4.404032e-01    1.331771e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.069248e-09    0.000000e+00 
	   energy              6.445067e-03    2.179048e-07    6.445067e-05 
	   displacement        4.776875e+00    1.715278e-02    1.338822e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    3.874400e-11    0.000000e+00 
	   energy              6.445067e-03    8.727875e-09    6.445067e-05 
	   displacement        4.776875e+00    2.238204e-03    1.329074e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.609457e-13    0.000000e+00 
	   energy              6.445067e-03    7.069877e-11    6.445067e-05 
	   displacement        4.776875e+00    5.846333e-05    1.327152e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    3.879022e-17    0.000000e+00 
	   energy              6.445067e-03    3.990659e-14    6.445067e-05 
	   displacement        4.776875e+00    2.385100e-08    1.327128e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.387794e-01   2.000000e-01
    maximum gap  :    3.516655e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    7.224097e-06    0.000000e+00 
	   energy              6.445067e-03    1.663769e-04    6.445067e-05 
	   displacement        4.776875e+00    3.134015e+00    2.237995e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 2
	step from line search         = 0.587424
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.351091e-06    0.000000e+00 
	   energy              6.445067e-03    3.388406e-06    6.445067e-05 
	   displacement        4.776875e+00    1.074806e+00    1.691322e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.096068e-07    0.000000e+00 
	   energy              6.445067e-03    2.601602e-06    6.445067e-05 
	   displacement        4.776875e+00    1.884704e-01    1.597075e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.227506e-08    0.000000e+00 
	   energy              6.445067e-03    1.018899e-06    6.445067e-05 
	   displacement        4.776875e+00    2.089703e-01    1.456511e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    1.195529e-09    0.000000e+00 
	   energy              6.445067e-03    2.190457e-07    6.445067e-05 
	   displacement        4.776875e+00    4.483845e-02    1.417682e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    3.754998e-11    0.000000e+00 
	   energy              6.445067e-03    1.736360e-08    6.445067e-05 
	   displacement        4.776875e+00    5.345154e-03    1.404636e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    4.839036e-14    0.000000e+00 
	   energy              6.445067e-03    1.509508e-10    6.445067e-05 
	   displacement        4.776875e+00    1.127794e-04    1.402985e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.314532
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.796868e-04    5.219392e-18    0.000000e+00 
	   energy              6.445067e-03    9.250990e-15    6.445067e-05 
	   displacement        4.776875e+00    1.288966e-07    1.402944e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.766209e-01   2.000000e-01
    maximum gap  :    2.626915e-02       ***

------- converged at time : 0.314532

 ]0;(31%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0310826


===== beginning time step 11 : 0.345615 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.478645e-06    0.000000e+00 
	   energy              6.994045e-03    3.835344e-05    6.994045e-05 
	   displacement        4.734401e+00    4.734401e+00    4.734401e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.028841e-07    0.000000e+00 
	   energy              6.994045e-03    1.430222e-05    6.994045e-05 
	   displacement        4.734401e+00    2.075613e-01    5.880803e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.541378
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.380246e-07    0.000000e+00 
	   energy              6.994045e-03    2.819926e-05    6.994045e-05 
	   displacement        4.734401e+00    7.436286e-01    9.127438e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.190179
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    9.627061e-08    0.000000e+00 
	   energy              6.994045e-03    1.265633e-05    6.994045e-05 
	   displacement        4.734401e+00    1.087745e-01    1.059084e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.211298e-07    0.000000e+00 
	   energy              6.994045e-03    3.730422e-06    6.994045e-05 
	   displacement        4.734401e+00    1.372767e+00    1.790102e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.689649e-09    0.000000e+00 
	   energy              6.994045e-03    2.551318e-07    6.994045e-05 
	   displacement        4.734401e+00    3.431855e-02    1.819214e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    5.482129e-11    0.000000e+00 
	   energy              6.994045e-03    1.524269e-08    6.994045e-05 
	   displacement        4.734401e+00    7.207648e-03    1.790535e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.861099e-13    0.000000e+00 
	   energy              6.994045e-03    2.204134e-10    6.994045e-05 
	   displacement        4.734401e+00    8.805422e-05    1.788424e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.345615
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.778623e-04    1.939710e-17    0.000000e+00 
	   energy              6.994045e-03    4.998630e-15    6.994045e-05 
	   displacement        4.734401e+00    1.383278e-07    1.788353e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.779119e-01   2.000000e-01
    maximum gap  :    3.764635e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.345615

Retrying time step. Retry attempt 1 of max 10


AUTO STEPPER: retry step, dt = 0.0282569


===== beginning time step 11 : 0.342789 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    1.052876e-06    0.000000e+00 
	   energy              5.780053e-03    3.207468e-05    5.780053e-05 
	   displacement        3.924431e+00    3.924431e+00    3.924431e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    8.723660e-08    0.000000e+00 
	   energy              5.780053e-03    1.091140e-05    5.780053e-05 
	   displacement        3.924431e+00    1.580916e-01    4.806748e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    3.239166e-07    0.000000e+00 
	   energy              5.780053e-03    1.202121e-05    5.780053e-05 
	   displacement        3.924431e+00    1.427359e+00    9.358601e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    8.444235e-08    0.000000e+00 
	   energy              5.780053e-03    3.445681e-06    5.780053e-05 
	   displacement        3.924431e+00    8.400725e-01    1.445998e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    3.165860e-09    0.000000e+00 
	   energy              5.780053e-03    7.387368e-07    5.780053e-05 
	   displacement        3.924431e+00    8.180799e-02    1.513265e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    4.728817e-11    0.000000e+00 
	   energy              5.780053e-03    1.797928e-08    5.780053e-05 
	   displacement        3.924431e+00    3.656341e-03    1.504145e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    1.671542e-13    0.000000e+00 
	   energy              5.780053e-03    9.161786e-11    5.780053e-05 
	   displacement        3.924431e+00    2.008287e-05    1.502344e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.342789
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.255977e-04    1.454024e-17    0.000000e+00 
	   energy              5.780053e-03    1.799097e-14    5.780053e-05 
	   displacement        3.924431e+00    2.407758e-07    1.502394e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.760951e-01   2.000000e-01
    maximum gap  :    3.655561e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.342789

Retrying time step. Retry attempt 2 of max 10


AUTO STEPPER: retry step, dt = 0.0254312


===== beginning time step 11 : 0.339964 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    7.399310e-07    0.000000e+00 
	   energy              4.682466e-03    2.452396e-05    4.682466e-05 
	   displacement        3.191893e+00    3.191893e+00    3.191893e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    7.576803e-08    0.000000e+00 
	   energy              4.682466e-03    8.252084e-06    4.682466e-05 
	   displacement        3.191893e+00    1.266250e-01    3.880708e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    8.470646e-08    0.000000e+00 
	   energy              4.682466e-03    1.410590e-05    4.682466e-05 
	   displacement        3.191893e+00    7.520017e-01    6.714824e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.277465
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    6.248169e-08    0.000000e+00 
	   energy              4.682466e-03    8.833157e-06    4.682466e-05 
	   displacement        3.191893e+00    2.856229e-01    8.300193e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    5.184992e-08    0.000000e+00 
	   energy              4.682466e-03    4.216634e-07    4.682466e-05 
	   displacement        3.191893e+00    7.060199e-01    1.252461e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    5.730090e-10    0.000000e+00 
	   energy              4.682466e-03    1.977180e-07    4.682466e-05 
	   displacement        3.191893e+00    7.363817e-03    1.257776e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    9.267183e-12    0.000000e+00 
	   energy              4.682466e-03    9.078769e-09    4.682466e-05 
	   displacement        3.191893e+00    5.392398e-03    1.242106e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    5.799720e-14    0.000000e+00 
	   energy              4.682466e-03    8.131361e-11    4.682466e-05 
	   displacement        3.191893e+00    1.439429e-04    1.240430e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.339964
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.878344e-04    1.522156e-17    0.000000e+00 
	   energy              4.682466e-03    3.989073e-14    4.682466e-05 
	   displacement        3.191893e+00    4.696339e-07    1.240339e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.739432e-01   2.000000e-01
    maximum gap  :    3.528712e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.339964

Retrying time step. Retry attempt 3 of max 10


AUTO STEPPER: retry step, dt = 0.0226055


===== beginning time step 11 : 0.337138 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    5.186578e-07    0.000000e+00 
	   energy              3.701284e-03    1.691135e-05    3.701284e-05 
	   displacement        2.536784e+00    2.536784e+00    2.536784e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    6.782423e-08    0.000000e+00 
	   energy              3.701284e-03    5.671596e-06    3.701284e-05 
	   displacement        2.536784e+00    8.990154e-02    3.021762e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    6.121022e-08    0.000000e+00 
	   energy              3.701284e-03    1.132644e-05    3.701284e-05 
	   displacement        2.536784e+00    5.042390e-01    5.007687e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    4.507892e-06    0.000000e+00 
	   energy              3.701284e-03    9.712951e-05    3.701284e-05 
	   displacement        2.536784e+00    1.480867e+00    8.723480e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 5
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    8.975344e-07    0.000000e+00 
	   energy              3.701284e-03    1.314179e-05    3.701284e-05 
	   displacement        2.536784e+00    2.079741e-01    8.453798e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    2.405506e-07    0.000000e+00 
	   energy              3.701284e-03    3.566039e-06    3.701284e-05 
	   displacement        2.536784e+00    2.817572e-01    1.057895e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    2.449844e-08    0.000000e+00 
	   energy              3.701284e-03    1.847788e-06    3.701284e-05 
	   displacement        2.536784e+00    2.271698e-02    1.025548e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    1.506111e-09    0.000000e+00 
	   energy              3.701284e-03    2.114319e-07    3.701284e-05 
	   displacement        2.536784e+00    4.030900e-03    1.009185e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    2.141871e-11    0.000000e+00 
	   energy              3.701284e-03    1.114569e-08    3.701284e-05 
	   displacement        2.536784e+00    1.246822e-03    1.002306e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    3.537791e-14    0.000000e+00 
	   energy              3.701284e-03    3.248328e-11    3.701284e-05 
	   displacement        2.536784e+00    5.963546e-05    1.000912e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.337138
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.645725e-04    3.054603e-18    0.000000e+00 
	   energy              3.701284e-03    4.146819e-15    3.701284e-05 
	   displacement        2.536784e+00    1.651663e-08    1.000913e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.720811e-01   2.000000e-01
    maximum gap  :    3.366260e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.337138

Retrying time step. Retry attempt 4 of max 10


AUTO STEPPER: retry step, dt = 0.0197798


===== beginning time step 11 : 0.334312 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.334312
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.558120e-04    3.726017e-07    0.000000e+00 
	   energy              2.836507e-03    9.648891e-06    2.836507e-05 
	   displacement        1.959104e+00    1.959104e+00    1.959104e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.334312
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.558120e-04    5.487996e-08    0.000000e+00 
	   energy              2.836507e-03    3.713289e-06    2.836507e-05 
	   displacement        1.959104e+00    6.901797e-02    2.299806e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.334312
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.558120e-04    3.962276e-08    0.000000e+00 
	   energy              2.836507e-03    8.921983e-06    2.836507e-05 
	   displacement        1.959104e+00    2.850264e-01    3.531037e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.334312

Retrying time step. Retry attempt 5 of max 10


AUTO STEPPER: retry step, dt = 0.0169542


===== beginning time step 11 : 0.331487 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    2.802501e-07    0.000000e+00 
	   energy              2.088136e-03    3.348006e-06    2.088136e-05 
	   displacement        1.458854e+00    1.458854e+00    1.458854e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    5.401936e-08    0.000000e+00 
	   energy              2.088136e-03    1.452709e-06    2.088136e-05 
	   displacement        1.458854e+00    4.915909e-02    1.669835e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    3.335190e-08    0.000000e+00 
	   energy              2.088136e-03    5.936282e-06    2.088136e-05 
	   displacement        1.458854e+00    1.866069e-01    2.482467e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.192702
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    2.574470e-08    0.000000e+00 
	   energy              2.088136e-03    4.180208e-06    2.088136e-05 
	   displacement        1.458854e+00    9.692467e-02    3.024519e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    1.382031e-07    0.000000e+00 
	   energy              2.088136e-03    1.169843e-05    2.088136e-05 
	   displacement        1.458854e+00    1.291862e+00    6.823615e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    5.632728e-09    0.000000e+00 
	   energy              2.088136e-03    6.354899e-07    2.088136e-05 
	   displacement        1.458854e+00    6.615471e-02    6.632241e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    3.416057e-10    0.000000e+00 
	   energy              2.088136e-03    9.471838e-08    2.088136e-05 
	   displacement        1.458854e+00    3.289730e-02    6.158215e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    3.928942e-12    0.000000e+00 
	   energy              2.088136e-03    4.585399e-09    2.088136e-05 
	   displacement        1.458854e+00    2.438954e-03    6.033978e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    1.217014e-14    0.000000e+00 
	   energy              2.088136e-03    1.380138e-11    2.088136e-05 
	   displacement        1.458854e+00    8.152481e-05    6.013125e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.331487
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.615529e-04    1.874932e-18    0.000000e+00 
	   energy              2.088136e-03    2.982106e-16    2.088136e-05 
	   displacement        1.458854e+00    1.510841e-09    6.013175e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.667499e-01   2.000000e-01
    maximum gap  :    3.224893e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.331487

Retrying time step. Retry attempt 6 of max 10


AUTO STEPPER: retry step, dt = 0.0141285


===== beginning time step 11 : 0.328661 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    2.274481e-07    0.000000e+00 
	   energy              1.456170e-03    1.660910e-06    1.456170e-05 
	   displacement        1.036032e+00    1.036032e+00    1.036032e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    5.299738e-08    0.000000e+00 
	   energy              1.456170e-03    1.580848e-06    1.456170e-05 
	   displacement        1.036032e+00    3.610161e-02    1.136947e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    2.383121e-08    0.000000e+00 
	   energy              1.456170e-03    3.774823e-06    1.456170e-05 
	   displacement        1.036032e+00    8.966015e-02    1.545720e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    1.354566e-08    0.000000e+00 
	   energy              1.456170e-03    4.996054e-06    1.456170e-05 
	   displacement        1.036032e+00    2.695163e-01    2.658208e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    2.419037e-08    0.000000e+00 
	   energy              1.456170e-03    2.035493e-06    1.456170e-05 
	   displacement        1.036032e+00    5.611906e-01    4.757207e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    4.024894e-10    0.000000e+00 
	   energy              1.456170e-03    1.628154e-07    1.456170e-05 
	   displacement        1.036032e+00    8.623073e-03    4.623350e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    1.676810e-11    0.000000e+00 
	   energy              1.456170e-03    1.065999e-08    1.456170e-05 
	   displacement        1.036032e+00    8.156742e-03    4.405008e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    7.745713e-14    0.000000e+00 
	   energy              1.456170e-03    8.335275e-11    1.456170e-05 
	   displacement        1.036032e+00    3.816074e-04    4.363385e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    4.418378e-17    0.000000e+00 
	   energy              1.456170e-03    1.474962e-14    1.456170e-05 
	   displacement        1.036032e+00    6.865989e-08    4.362784e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.621854e-01   2.000000e-01
    maximum gap  :    3.122717e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.328661
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.817952e-04    6.229213e-06    0.000000e+00 
	   energy              1.456170e-03    7.633004e-04    1.456170e-05 
	   displacement        1.036032e+00    9.862134e+00    8.327773e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.328661

Retrying time step. Retry attempt 7 of max 10


AUTO STEPPER: retry step, dt = 0.0113028


===== beginning time step 11 : 0.325835 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    2.135058e-07    0.000000e+00 
	   energy              9.406091e-04    5.552921e-06    9.406091e-06 
	   displacement        6.906403e-01    6.906403e-01    6.906403e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    6.565296e-08    0.000000e+00 
	   energy              9.406091e-04    4.094848e-06    9.406091e-06 
	   displacement        6.906403e-01    2.350217e-02    7.087824e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    3.787679e-08    0.000000e+00 
	   energy              9.406091e-04    1.967547e-06    9.406091e-06 
	   displacement        6.906403e-01    6.131856e-02    9.466872e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    2.818982e-08    0.000000e+00 
	   energy              9.406091e-04    1.415569e-06    9.406091e-06 
	   displacement        6.906403e-01    9.443186e-02    1.419048e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    1.113890e-08    0.000000e+00 
	   energy              9.406091e-04    1.949505e-07    9.406091e-06 
	   displacement        6.906403e-01    8.072051e-02    1.957467e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    2.601640e-09    0.000000e+00 
	   energy              9.406091e-04    6.102820e-07    9.406091e-06 
	   displacement        6.906403e-01    2.151251e-02    2.135322e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    4.015004e-09    0.000000e+00 
	   energy              9.406091e-04    2.744808e-07    9.406091e-06 
	   displacement        6.906403e-01    2.223445e-01    2.640747e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    1.304558e-11    0.000000e+00 
	   energy              9.406091e-04    1.777026e-08    9.406091e-06 
	   displacement        6.906403e-01    5.710565e-03    2.774478e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    2.124410e-15    0.000000e+00 
	   energy              9.406091e-04    1.442728e-12    9.406091e-06 
	   displacement        6.906403e-01    2.281469e-05    2.781044e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    3.290694e-19    0.000000e+00 
	   energy              9.406091e-04    1.960480e-15    9.406091e-06 
	   displacement        6.906403e-01    8.243471e-09    2.780902e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.576148e-01   2.000000e-01
    maximum gap  :    2.843348e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 1
	step from line search         = 0.327569
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    2.507806e-07    0.000000e+00 
	   energy              9.406091e-04    4.791563e-06    9.406091e-06 
	   displacement        6.906403e-01    7.880519e-01    2.579331e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    5.449573e-09    0.000000e+00 
	   energy              9.406091e-04    8.020902e-07    9.406091e-06 
	   displacement        6.906403e-01    4.033695e-01    3.043257e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    8.407429e-11    0.000000e+00 
	   energy              9.406091e-04    2.518184e-09    9.406091e-06 
	   displacement        6.906403e-01    1.189195e-02    2.910655e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    3.086048e-12    0.000000e+00 
	   energy              9.406091e-04    1.181903e-09    9.406091e-06 
	   displacement        6.906403e-01    4.543679e-03    2.820556e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    4.531807e-14    0.000000e+00 
	   energy              9.406091e-04    1.653090e-10    9.406091e-06 
	   displacement        6.906403e-01    7.109869e-04    2.842153e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    1.572178e-16    0.000000e+00 
	   energy              9.406091e-04    1.067124e-12    9.406091e-06 
	   displacement        6.906403e-01    2.955845e-06    2.840638e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 17
 Nonlinear solution status: time= 0.325835
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.165389e-04    6.171087e-19    0.000000e+00 
	   energy              9.406091e-04    4.607046e-15    9.406091e-06 
	   displacement        6.906403e-01    1.489528e-08    2.840749e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.171011e-01   2.000000e-01
    maximum gap  :    2.303404e-02       ***

------- converged at time : 0.325835

 ]0;(33%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0106414


===== beginning time step 12 : 0.336477 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.052188e-07    0.000000e+00 
	   energy              8.876300e-04    1.531623e-05    8.876300e-06 
	   displacement        7.287315e-01    7.287315e-01    7.287315e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    3.272805e-08    0.000000e+00 
	   energy              8.876300e-04    3.302376e-06    8.876300e-06 
	   displacement        7.287315e-01    5.093180e-02    7.546127e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.619253e-08    0.000000e+00 
	   energy              8.876300e-04    3.616205e-06    8.876300e-06 
	   displacement        7.287315e-01    1.283537e-01    1.224366e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.024625e-08    0.000000e+00 
	   energy              8.876300e-04    3.046663e-06    8.876300e-06 
	   displacement        7.287315e-01    2.009498e-01    2.069482e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    2.670655e-09    0.000000e+00 
	   energy              8.876300e-04    7.777578e-08    8.876300e-06 
	   displacement        7.287315e-01    1.498435e-01    2.858406e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.198718e-11    0.000000e+00 
	   energy              8.876300e-04    1.422482e-08    8.876300e-06 
	   displacement        7.287315e-01    5.681539e-03    2.934700e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    9.903298e-14    0.000000e+00 
	   energy              8.876300e-04    8.696181e-11    8.876300e-06 
	   displacement        7.287315e-01    5.089755e-05    2.927558e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    5.619222e-18    0.000000e+00 
	   energy              8.876300e-04    1.159459e-14    8.876300e-06 
	   displacement        7.287315e-01    2.793256e-07    2.927154e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.129517e-01   2.000000e-01
    maximum gap  :    2.483928e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    9.561142e-07    0.000000e+00 
	   energy              8.876300e-04    4.954281e-05    8.876300e-06 
	   displacement        7.287315e-01    1.130340e+00    5.633892e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.156719e-07    0.000000e+00 
	   energy              8.876300e-04    2.654368e-06    8.876300e-06 
	   displacement        7.287315e-01    1.256199e-01    4.786708e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.664905e-08    0.000000e+00 
	   energy              8.876300e-04    8.436050e-07    8.876300e-06 
	   displacement        7.287315e-01    4.511844e-02    4.326044e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    2.138360e-09    0.000000e+00 
	   energy              8.876300e-04    2.299106e-07    8.876300e-06 
	   displacement        7.287315e-01    2.518172e-02    4.115424e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    1.541152e-10    0.000000e+00 
	   energy              8.876300e-04    4.406076e-08    8.876300e-06 
	   displacement        7.287315e-01    8.944993e-03    4.017568e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    5.721881e-12    0.000000e+00 
	   energy              8.876300e-04    9.928946e-10    8.876300e-06 
	   displacement        7.287315e-01    2.647585e-03    3.971250e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    2.409226e-15    0.000000e+00 
	   energy              8.876300e-04    6.173402e-14    8.876300e-06 
	   displacement        7.287315e-01    4.619730e-05    3.966188e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.336477
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.289903e-04    2.182587e-19    0.000000e+00 
	   energy              8.876300e-04    1.913341e-16    8.876300e-06 
	   displacement        7.287315e-01    2.996445e-10    3.966204e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    7.743115e-02   2.000000e-01
    maximum gap  :    2.076188e-02       ***

------- converged at time : 0.336477

 ]0;(34%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0103162


===== beginning time step 13 : 0.346793 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    1.533763e-07    0.000000e+00 
	   energy              8.586941e-04    2.773035e-05    8.586941e-06 
	   displacement        7.736488e-01    7.736488e-01    7.736488e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    5.386137e-08    0.000000e+00 
	   energy              8.586941e-04    8.025610e-06    8.586941e-06 
	   displacement        7.736488e-01    6.765012e-02    7.190378e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    2.385899e-08    0.000000e+00 
	   energy              8.586941e-04    5.983993e-06    8.586941e-06 
	   displacement        7.736488e-01    1.581420e-01    1.251795e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    5.362217e-09    0.000000e+00 
	   energy              8.586941e-04    2.573133e-06    8.586941e-06 
	   displacement        7.736488e-01    5.823128e-02    1.709578e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    5.464338e-10    0.000000e+00 
	   energy              8.586941e-04    5.181127e-07    8.586941e-06 
	   displacement        7.736488e-01    3.527378e-02    2.106072e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    1.352323e-11    0.000000e+00 
	   energy              8.586941e-04    9.314318e-09    8.586941e-06 
	   displacement        7.736488e-01    4.455718e-03    2.255278e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    2.062889e-14    0.000000e+00 
	   energy              8.586941e-04    3.448199e-11    8.586941e-06 
	   displacement        7.736488e-01    4.731657e-05    2.260488e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    3.636540e-18    0.000000e+00 
	   energy              8.586941e-04    3.414858e-15    8.586941e-06 
	   displacement        7.736488e-01    2.217135e-08    2.260478e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    8.186302e-02   2.000000e-01
    maximum gap  :    2.433401e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    4.662502e-08    0.000000e+00 
	   energy              8.586941e-04    7.802039e-06    8.586941e-06 
	   displacement        7.736488e-01    3.500223e-01    4.070883e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    2.107218e-09    0.000000e+00 
	   energy              8.586941e-04    2.872570e-07    8.586941e-06 
	   displacement        7.736488e-01    8.587346e-02    3.104060e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    3.054255e-11    0.000000e+00 
	   energy              8.586941e-04    5.139629e-09    8.586941e-06 
	   displacement        7.736488e-01    6.692058e-03    2.960722e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    1.751074e-14    0.000000e+00 
	   energy              8.586941e-04    9.531179e-12    8.586941e-06 
	   displacement        7.736488e-01    7.628133e-05    2.949367e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.346793
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354027e-04    2.892521e-18    0.000000e+00 
	   energy              8.586941e-04    4.803064e-15    8.586941e-06 
	   displacement        7.736488e-01    1.393734e-08    2.949500e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.787772e-02   2.000000e-01
    maximum gap  :    1.962081e-02       ***

------- converged at time : 0.346793

 ]0;(35%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0125179


===== beginning time step 14 : 0.359311 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    1.994671e-07    0.000000e+00 
	   energy              1.234733e-03    3.792713e-05    1.234733e-05 
	   displacement        1.067558e+00    1.067558e+00    1.067558e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    5.291094e-08    0.000000e+00 
	   energy              1.234733e-03    3.607025e-06    1.234733e-05 
	   displacement        1.067558e+00    7.586081e-02    1.195051e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    1.896973e-08    0.000000e+00 
	   energy              1.234733e-03    6.010106e-06    1.234733e-05 
	   displacement        1.067558e+00    1.697726e-01    1.933958e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    3.977432e-09    0.000000e+00 
	   energy              1.234733e-03    2.135169e-06    1.234733e-05 
	   displacement        1.067558e+00    4.096643e-02    2.407150e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    3.622148e-10    0.000000e+00 
	   energy              1.234733e-03    3.196639e-07    1.234733e-05 
	   displacement        1.067558e+00    2.495296e-02    2.796674e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    1.421929e-11    0.000000e+00 
	   energy              1.234733e-03    7.979950e-09    1.234733e-05 
	   displacement        1.067558e+00    2.545528e-03    2.910476e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    1.526535e-14    0.000000e+00 
	   energy              1.234733e-03    1.187448e-11    1.234733e-05 
	   displacement        1.067558e+00    1.292894e-04    2.920192e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    1.535934e-18    0.000000e+00 
	   energy              1.234733e-03    1.090911e-15    1.234733e-05 
	   displacement        1.067558e+00    3.320858e-09    2.920200e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    7.085834e-02   2.000000e-01
    maximum gap  :    2.269758e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    2.130990e-08    0.000000e+00 
	   energy              1.234733e-03    4.888806e-06    1.234733e-05 
	   displacement        1.067558e+00    2.067648e-01    4.367327e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    6.474605e-10    0.000000e+00 
	   energy              1.234733e-03    1.330278e-07    1.234733e-05 
	   displacement        1.067558e+00    4.823402e-02    3.585373e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    6.939214e-12    0.000000e+00 
	   energy              1.234733e-03    8.439824e-11    1.234733e-05 
	   displacement        1.067558e+00    4.478192e-03    3.475813e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    2.604127e-15    0.000000e+00 
	   energy              1.234733e-03    2.753827e-12    1.234733e-05 
	   displacement        1.067558e+00    2.137355e-05    3.470114e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.359311
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.107849e-04    4.150680e-19    0.000000e+00 
	   energy              1.234733e-03    8.516414e-16    1.234733e-05 
	   displacement        1.067558e+00    1.686448e-09    3.470164e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.004314e-02   2.000000e-01
    maximum gap  :    1.780004e-02       ***

------- converged at time : 0.359311

 ]0;(36%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0145563


===== beginning time step 15 : 0.373867 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    2.575856e-07    0.000000e+00 
	   energy              1.613222e-03    3.808020e-05    1.613222e-05 
	   displacement        1.287623e+00    1.287623e+00    1.287623e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    7.805530e-08    0.000000e+00 
	   energy              1.613222e-03    8.822748e-06    1.613222e-05 
	   displacement        1.287623e+00    9.093054e-02    1.461503e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    2.545496e-08    0.000000e+00 
	   energy              1.613222e-03    7.185105e-06    1.613222e-05 
	   displacement        1.287623e+00    1.304341e-01    2.126632e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    7.282180e-09    0.000000e+00 
	   energy              1.613222e-03    3.032779e-06    1.613222e-05 
	   displacement        1.287623e+00    9.988669e-02    2.756313e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    1.648612e-09    0.000000e+00 
	   energy              1.613222e-03    8.663196e-07    1.613222e-05 
	   displacement        1.287623e+00    7.660072e-02    3.434072e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    1.049755e-10    0.000000e+00 
	   energy              1.613222e-03    1.468791e-08    1.613222e-05 
	   displacement        1.287623e+00    2.540616e-02    3.802475e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    4.948182e-14    0.000000e+00 
	   energy              1.613222e-03    3.758951e-11    1.613222e-05 
	   displacement        1.287623e+00    4.137771e-05    3.798229e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    2.205226e-17    0.000000e+00 
	   energy              1.613222e-03    3.712439e-14    1.613222e-05 
	   displacement        1.287623e+00    1.194771e-07    3.797709e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    6.229697e-02   2.000000e-01
    maximum gap  :    2.423440e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 1
	step from line search         = 0.553657
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    9.714839e-08    0.000000e+00 
	   energy              1.613222e-03    4.055109e-07    1.613222e-05 
	   displacement        1.287623e+00    2.058773e-01    5.173053e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    1.570352e-09    0.000000e+00 
	   energy              1.613222e-03    2.164346e-07    1.613222e-05 
	   displacement        1.287623e+00    1.342511e-01    4.343873e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    3.489784e-12    0.000000e+00 
	   energy              1.613222e-03    5.585482e-09    1.613222e-05 
	   displacement        1.287623e+00    1.246254e-03    4.364220e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.373867
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.979075e-04    2.400462e-16    0.000000e+00 
	   energy              1.613222e-03    1.996917e-13    1.613222e-05 
	   displacement        1.287623e+00    2.288597e-06    4.363084e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.136249e-02   2.000000e-01
    maximum gap  :    1.767110e-02       ***

------- converged at time : 0.373867

 ]0;(37%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0175595


===== beginning time step 16 : 0.391426 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    3.656496e-07    0.000000e+00 
	   energy              2.279583e-03    4.542370e-05    2.279583e-05 
	   displacement        1.796510e+00    1.796510e+00    1.796510e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    9.196956e-08    0.000000e+00 
	   energy              2.279583e-03    4.168883e-06    2.279583e-05 
	   displacement        1.796510e+00    1.512022e-01    2.199803e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    3.141565e-08    0.000000e+00 
	   energy              2.279583e-03    1.086257e-05    2.279583e-05 
	   displacement        1.796510e+00    2.426171e-01    3.394972e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    9.921777e-09    0.000000e+00 
	   energy              2.279583e-03    5.194985e-06    2.279583e-05 
	   displacement        1.796510e+00    1.404853e-01    4.584984e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    3.545740e-09    0.000000e+00 
	   energy              2.279583e-03    8.844263e-07    2.279583e-05 
	   displacement        1.796510e+00    2.011250e-01    6.180177e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    5.151448e-11    0.000000e+00 
	   energy              2.279583e-03    1.157183e-08    2.279583e-05 
	   displacement        1.796510e+00    8.373023e-03    6.328948e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    4.564310e-15    0.000000e+00 
	   energy              2.279583e-03    4.640519e-12    2.279583e-05 
	   displacement        1.796510e+00    5.096182e-06    6.326011e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.298304e-02   2.000000e-01
    maximum gap  :    2.539283e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 0.091624
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    5.409348e-07    0.000000e+00 
	   energy              2.279583e-03    4.691208e-07    2.279583e-05 
	   displacement        1.796510e+00    9.400583e-03    6.719143e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 2
	step from line search         = 0.595681
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    8.250567e-08    0.000000e+00 
	   energy              2.279583e-03    1.784089e-07    2.279583e-05 
	   displacement        1.796510e+00    1.269505e-01    8.472304e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    6.393051e-10    0.000000e+00 
	   energy              2.279583e-03    1.225817e-07    2.279583e-05 
	   displacement        1.796510e+00    4.900015e-02    7.529061e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    5.297433e-12    0.000000e+00 
	   energy              2.279583e-03    1.466399e-09    2.279583e-05 
	   displacement        1.796510e+00    4.013784e-03    7.548001e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    1.972284e-14    0.000000e+00 
	   energy              2.279583e-03    4.037960e-11    2.279583e-05 
	   displacement        1.796510e+00    4.969199e-05    7.535606e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.391426
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.547831e-04    6.363498e-18    0.000000e+00 
	   energy              2.279583e-03    3.055132e-14    2.279583e-05 
	   displacement        1.796510e+00    3.190822e-08    7.535490e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.261851e-02   2.000000e-01
    maximum gap  :    1.914017e-02       ***

------- converged at time : 0.391426

 ]0;(39%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.019224


===== beginning time step 17 : 0.41065 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    7.445060e-07    0.000000e+00 
	   energy              2.701173e-03    1.067395e-04    2.701173e-05 
	   displacement        2.510546e+00    2.510546e+00    2.510546e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    2.581113e-07    0.000000e+00 
	   energy              2.701173e-03    1.404468e-05    2.701173e-05 
	   displacement        2.510546e+00    6.355618e-01    3.827146e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    2.943648e-08    0.000000e+00 
	   energy              2.701173e-03    1.147104e-05    2.701173e-05 
	   displacement        2.510546e+00    3.141837e-01    5.339435e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    5.425948e-09    0.000000e+00 
	   energy              2.701173e-03    3.094821e-06    2.701173e-05 
	   displacement        2.510546e+00    7.610692e-02    6.249378e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    1.770377e-09    0.000000e+00 
	   energy              2.701173e-03    6.309184e-07    2.701173e-05 
	   displacement        2.510546e+00    1.482929e-01    7.516273e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    2.830575e-11    0.000000e+00 
	   energy              2.701173e-03    3.966159e-09    2.701173e-05 
	   displacement        2.510546e+00    9.220907e-03    7.694030e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    2.544968e-15    0.000000e+00 
	   energy              2.701173e-03    3.751606e-12    2.701173e-05 
	   displacement        2.510546e+00    4.088957e-06    7.693032e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.026911e-02   2.000000e-01
    maximum gap  :    2.680500e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 0.010072
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    7.614910e-07    0.000000e+00 
	   energy              2.701173e-03    1.038222e-08    2.701173e-05 
	   displacement        2.510546e+00    1.623575e-04    7.743105e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 2
	step from line search         = 0.150216
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    5.460245e-07    0.000000e+00 
	   energy              2.701173e-03    6.118741e-08    2.701173e-05 
	   displacement        2.510546e+00    3.181319e-02    8.484699e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    1.216679e-08    0.000000e+00 
	   energy              2.701173e-03    4.464775e-06    2.701173e-05 
	   displacement        2.510546e+00    1.997712e-01    1.085437e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    5.387753e-10    0.000000e+00 
	   energy              2.701173e-03    1.165230e-08    2.701173e-05 
	   displacement        2.510546e+00    7.520185e-02    9.286459e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    5.635724e-13    0.000000e+00 
	   energy              2.701173e-03    1.263057e-10    2.701173e-05 
	   displacement        2.510546e+00    7.444929e-04    9.182421e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.41065
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.541141e-04    7.965711e-15    0.000000e+00 
	   energy              2.701173e-03    1.957461e-12    2.701173e-05 
	   displacement        2.510546e+00    1.702827e-06    9.179390e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.152017e-03   2.000000e-01
    maximum gap  :    2.106867e-02       ***

------- converged at time : 0.41065

 ]0;(41%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.020765


===== beginning time step 18 : 0.431415 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    9.596690e-07    0.000000e+00 
	   energy              3.029661e-03    1.557827e-04    3.029661e-05 
	   displacement        3.098613e+00    3.098613e+00    3.098613e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    2.118860e-07    0.000000e+00 
	   energy              3.029661e-03    1.369263e-05    3.029661e-05 
	   displacement        3.098613e+00    3.648496e-01    3.700006e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    7.073226e-08    0.000000e+00 
	   energy              3.029661e-03    2.028455e-05    3.029661e-05 
	   displacement        3.098613e+00    4.694037e-01    5.888689e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    1.198118e-08    0.000000e+00 
	   energy              3.029661e-03    5.856631e-06    3.029661e-05 
	   displacement        3.098613e+00    1.345685e-01    7.098180e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    3.428713e-09    0.000000e+00 
	   energy              3.029661e-03    2.349441e-06    3.029661e-05 
	   displacement        3.098613e+00    1.099547e-01    8.568702e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    1.881095e-10    0.000000e+00 
	   energy              3.029661e-03    6.745042e-08    3.029661e-05 
	   displacement        3.098613e+00    4.577896e-02    9.563656e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    1.078850e-13    0.000000e+00 
	   energy              3.029661e-03    1.902293e-11    3.029661e-05 
	   displacement        3.098613e+00    2.417268e-04    9.575309e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    1.247539e-17    0.000000e+00 
	   energy              3.029661e-03    7.170167e-15    3.029661e-05 
	   displacement        3.098613e+00    1.657991e-08    9.574966e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.105062e-03   2.000000e-01
    maximum gap  :    2.799568e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 1
	step from line search         = 0.041804
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    7.860685e-07    0.000000e+00 
	   energy              3.029661e-03    9.307888e-09    3.029661e-05 
	   displacement        3.098613e+00    5.438455e-03    9.879749e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 2
	step from line search         = 0.481345
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    1.940014e-07    0.000000e+00 
	   energy              3.029661e-03    1.120085e-06    3.029661e-05 
	   displacement        3.098613e+00    2.399858e-01    1.247976e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    1.415862e-09    0.000000e+00 
	   energy              3.029661e-03    3.089955e-07    3.029661e-05 
	   displacement        3.098613e+00    5.361554e-02    1.181468e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    2.227209e-12    0.000000e+00 
	   energy              3.029661e-03    2.176919e-09    3.029661e-05 
	   displacement        3.098613e+00    3.593405e-03    1.176142e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.431415
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.223076e-04    3.396012e-16    0.000000e+00 
	   energy              3.029661e-03    9.395264e-13    3.029661e-05 
	   displacement        3.098613e+00    1.045945e-06    1.176085e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.244387e-02   2.000000e-01
    maximum gap  :    2.087870e-02       ***

------- converged at time : 0.431415

 ]0;(43%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0221917


===== beginning time step 19 : 0.453607 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    1.238445e-06    0.000000e+00 
	   energy              3.288776e-03    2.274114e-04    3.288776e-05 
	   displacement        3.963781e+00    3.963781e+00    3.963781e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    3.402911e-07    0.000000e+00 
	   energy              3.288776e-03    2.593024e-05    3.288776e-05 
	   displacement        3.963781e+00    5.821117e-01    4.727611e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    1.245317e-07    0.000000e+00 
	   energy              3.288776e-03    3.046144e-05    3.288776e-05 
	   displacement        3.963781e+00    4.563136e-01    7.147901e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    1.543443e-08    0.000000e+00 
	   energy              3.288776e-03    9.251893e-06    3.288776e-05 
	   displacement        3.963781e+00    1.314911e-01    8.547671e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    2.459814e-09    0.000000e+00 
	   energy              3.288776e-03    1.626431e-06    3.288776e-05 
	   displacement        3.963781e+00    9.133862e-02    9.857494e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    2.045262e-10    0.000000e+00 
	   energy              3.288776e-03    1.590930e-07    3.288776e-05 
	   displacement        3.963781e+00    2.270596e-02    1.049702e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    7.850719e-12    0.000000e+00 
	   energy              3.288776e-03    4.673149e-09    3.288776e-05 
	   displacement        3.963781e+00    2.229394e-03    1.058617e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    2.591734e-13    0.000000e+00 
	   energy              3.288776e-03    1.722897e-10    3.288776e-05 
	   displacement        3.963781e+00    1.061037e-05    1.059354e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    3.743160e-17    0.000000e+00 
	   energy              3.288776e-03    1.447482e-13    3.288776e-05 
	   displacement        3.963781e+00    7.076490e-07    1.059452e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.653492e-02   2.000000e-01
    maximum gap  :    2.674727e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 1
	step from line search         = 0.122002
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    6.067634e-07    0.000000e+00 
	   energy              3.288776e-03    6.081687e-07    3.288776e-05 
	   displacement        3.963781e+00    4.005610e-02    1.149077e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    2.048165e-08    0.000000e+00 
	   energy              3.288776e-03    6.114418e-06    3.288776e-05 
	   displacement        3.963781e+00    2.533226e-01    1.450981e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    1.697948e-09    0.000000e+00 
	   energy              3.288776e-03    9.112843e-08    3.288776e-05 
	   displacement        3.963781e+00    9.588718e-02    1.278957e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    1.406770e-11    0.000000e+00 
	   energy              3.288776e-03    8.123862e-09    3.288776e-05 
	   displacement        3.963781e+00    4.370887e-03    1.253691e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    4.938451e-15    0.000000e+00 
	   energy              3.288776e-03    1.061254e-11    3.288776e-05 
	   displacement        3.963781e+00    3.679342e-05    1.251432e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.453607
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.423727e-04    6.881706e-19    0.000000e+00 
	   energy              3.288776e-03    1.921318e-16    3.288776e-05 
	   displacement        3.963781e+00    1.553014e-09    1.251446e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.284953e-02   2.000000e-01
    maximum gap  :    2.047887e-02       ***

------- converged at time : 0.453607

 ]0;(45%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 20 : 0.475799 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    1.414150e-06    0.000000e+00 
	   energy              3.135701e-03    2.978093e-04    3.135701e-05 
	   displacement        4.525591e+00    4.525591e+00    4.525591e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    3.654202e-07    0.000000e+00 
	   energy              3.135701e-03    2.006429e-05    3.135701e-05 
	   displacement        4.525591e+00    4.229213e-01    4.637082e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    1.754707e-07    0.000000e+00 
	   energy              3.135701e-03    4.858902e-05    3.135701e-05 
	   displacement        4.525591e+00    4.368635e-01    7.114788e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    2.757944e-08    0.000000e+00 
	   energy              3.135701e-03    1.609026e-05    3.135701e-05 
	   displacement        4.525591e+00    2.504938e-01    9.381400e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    2.392746e-09    0.000000e+00 
	   energy              3.135701e-03    1.823013e-06    3.135701e-05 
	   displacement        4.525591e+00    2.942671e-02    1.024041e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    2.631284e-10    0.000000e+00 
	   energy              3.135701e-03    2.726091e-07    3.135701e-05 
	   displacement        4.525591e+00    1.319526e-02    1.084827e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    2.335679e-11    0.000000e+00 
	   energy              3.135701e-03    8.971204e-09    3.135701e-05 
	   displacement        4.525591e+00    2.557518e-03    1.109649e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    1.954666e-12    0.000000e+00 
	   energy              3.135701e-03    3.081067e-11    3.135701e-05 
	   displacement        4.525591e+00    5.022386e-05    1.111499e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.475799
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.508289e-04    1.732790e-17    0.000000e+00 
	   energy              3.135701e-03    1.020473e-13    3.135701e-05 
	   displacement        4.525591e+00    3.230615e-07    1.111484e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.027386e-02   2.000000e-01
    maximum gap  :    2.410243e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.475799

Retrying time step. Retry attempt 1 of max 10


AUTO STEPPER: retry step, dt = 0.0201743


===== beginning time step 20 : 0.473781 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.301861e-06    0.000000e+00 
	   energy              2.648523e-03    2.885855e-04    2.648523e-05 
	   displacement        4.017925e+00    4.017925e+00    4.017925e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    3.147164e-07    0.000000e+00 
	   energy              2.648523e-03    1.242375e-05    2.648523e-05 
	   displacement        4.017925e+00    3.803051e-01    3.823909e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.555628e-07    0.000000e+00 
	   energy              2.648523e-03    4.311412e-05    2.648523e-05 
	   displacement        4.017925e+00    3.873319e-01    5.915139e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    5.520511e-08    0.000000e+00 
	   energy              2.648523e-03    2.518361e-05    2.648523e-05 
	   displacement        4.017925e+00    2.367307e-01    7.996430e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    3.369922e-09    0.000000e+00 
	   energy              2.648523e-03    2.882901e-06    2.648523e-05 
	   displacement        4.017925e+00    3.702532e-02    8.925879e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    2.775633e-10    0.000000e+00 
	   energy              2.648523e-03    2.812833e-07    2.648523e-05 
	   displacement        4.017925e+00    9.107543e-03    9.400297e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.611008e-11    0.000000e+00 
	   energy              2.648523e-03    1.686265e-08    2.648523e-05 
	   displacement        4.017925e+00    1.867949e-03    9.582014e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    8.083696e-14    0.000000e+00 
	   energy              2.648523e-03    1.751618e-10    2.648523e-05 
	   displacement        4.017925e+00    5.686200e-05    9.609184e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.517686e-17    0.000000e+00 
	   energy              2.648523e-03    1.233073e-13    2.648523e-05 
	   displacement        4.017925e+00    7.800709e-07    9.610890e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.225998e-02   2.000000e-01
    maximum gap  :    2.442331e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    7.164990e-07    0.000000e+00 
	   energy              2.648523e-03    4.780137e-05    2.648523e-05 
	   displacement        4.017925e+00    7.024302e-01    1.289142e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    9.342090e-08    0.000000e+00 
	   energy              2.648523e-03    3.770248e-06    2.648523e-05 
	   displacement        4.017925e+00    7.753652e-02    1.230085e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.128506e-08    0.000000e+00 
	   energy              2.648523e-03    1.355389e-06    2.648523e-05 
	   displacement        4.017925e+00    1.319389e-02    1.184159e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.187324e-09    0.000000e+00 
	   energy              2.648523e-03    3.119535e-07    2.648523e-05 
	   displacement        4.017925e+00    1.952947e-02    1.145137e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    5.487939e-11    0.000000e+00 
	   energy              2.648523e-03    2.059143e-08    2.648523e-05 
	   displacement        4.017925e+00    5.410732e-03    1.126219e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    1.163758e-13    0.000000e+00 
	   energy              2.648523e-03    1.855300e-10    2.648523e-05 
	   displacement        4.017925e+00    2.539619e-04    1.121976e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.473781
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.553648e-04    2.995128e-17    0.000000e+00 
	   energy              2.648523e-03    7.864586e-14    2.648523e-05 
	   displacement        4.017925e+00    1.932301e-07    1.121877e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.927657e-02   2.000000e-01
    maximum gap  :    1.799432e-02       ***

------- converged at time : 0.473781

 ]0;(47%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0195463


===== beginning time step 21 : 0.493328 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    1.136309e-06    0.000000e+00 
	   energy              2.368591e-03    2.940102e-04    2.368591e-05 
	   displacement        4.254279e+00    4.254279e+00    4.254279e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    2.994440e-07    0.000000e+00 
	   energy              2.368591e-03    6.754312e-06    2.368591e-05 
	   displacement        4.254279e+00    4.330472e-01    3.837945e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    9.649486e-08    0.000000e+00 
	   energy              2.368591e-03    2.860059e-05    2.368591e-05 
	   displacement        4.254279e+00    3.773971e-01    5.902076e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    6.694796e-08    0.000000e+00 
	   energy              2.368591e-03    2.106260e-05    2.368591e-05 
	   displacement        4.254279e+00    1.588117e-01    7.539343e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    4.633459e-08    0.000000e+00 
	   energy              2.368591e-03    1.626686e-05    2.368591e-05 
	   displacement        4.254279e+00    8.534018e-02    8.945788e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    6.355831e-09    0.000000e+00 
	   energy              2.368591e-03    3.538941e-06    2.368591e-05 
	   displacement        4.254279e+00    3.659663e-02    9.976846e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    2.333039e-09    0.000000e+00 
	   energy              2.368591e-03    5.511657e-07    2.368591e-05 
	   displacement        4.254279e+00    9.338902e-03    1.049575e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    5.798994e-12    0.000000e+00 
	   energy              2.368591e-03    7.371959e-09    2.368591e-05 
	   displacement        4.254279e+00    7.161300e-04    1.057839e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    8.890314e-14    0.000000e+00 
	   energy              2.368591e-03    1.285802e-11    2.368591e-05 
	   displacement        4.254279e+00    5.852618e-06    1.058581e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.688197e-02   2.000000e-01
    maximum gap  :    2.390029e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    1.752434e-05    0.000000e+00 
	   energy              2.368591e-03    3.090163e-04    2.368591e-05 
	   displacement        4.254279e+00    2.672153e+00    1.860582e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.493328
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 2
	step from line search         = 0.522798
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.510954e-04    5.854071e-06    0.000000e+00 
	   energy              2.368591e-03    4.639447e-06    2.368591e-05 
	   displacement        4.254279e+00    2.193683e-01    1.603322e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.493328

Retrying time step. Retry attempt 1 of max 10


AUTO STEPPER: retry step, dt = 0.0177694


===== beginning time step 21 : 0.491551 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    1.064286e-06    0.000000e+00 
	   energy              2.020118e-03    2.868505e-04    2.020118e-05 
	   displacement        3.832231e+00    3.832231e+00    3.832231e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    2.790611e-07    0.000000e+00 
	   energy              2.020118e-03    6.459605e-06    2.020118e-05 
	   displacement        3.832231e+00    4.148193e-01    3.222534e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    9.386308e-08    0.000000e+00 
	   energy              2.020118e-03    2.744464e-05    2.020118e-05 
	   displacement        3.832231e+00    3.028903e-01    4.898693e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    6.511878e-08    0.000000e+00 
	   energy              2.020118e-03    2.170539e-05    2.020118e-05 
	   displacement        3.832231e+00    1.863558e-01    6.530071e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    4.859025e-08    0.000000e+00 
	   energy              2.020118e-03    1.636876e-05    2.020118e-05 
	   displacement        3.832231e+00    8.032524e-02    7.827885e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    1.041284e-08    0.000000e+00 
	   energy              2.020118e-03    5.010200e-06    2.020118e-05 
	   displacement        3.832231e+00    3.487692e-02    8.706449e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    2.142433e-09    0.000000e+00 
	   energy              2.020118e-03    7.711538e-07    2.020118e-05 
	   displacement        3.832231e+00    7.966699e-03    9.158245e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    1.093698e-09    0.000000e+00 
	   energy              2.020118e-03    3.230502e-07    2.020118e-05 
	   displacement        3.832231e+00    7.945537e-04    9.248049e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    1.106541e-12    0.000000e+00 
	   energy              2.020118e-03    1.942966e-09    2.020118e-05 
	   displacement        3.832231e+00    2.547719e-04    9.268787e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.491551
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.902795e-04    2.464428e-13    0.000000e+00 
	   energy              2.020118e-03    2.233562e-11    2.020118e-05 
	   displacement        3.832231e+00    1.253305e-07    9.269118e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.833295e-02   2.000000e-01
    maximum gap  :    2.222560e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.491551

Retrying time step. Retry attempt 2 of max 10


AUTO STEPPER: retry step, dt = 0.0159925


===== beginning time step 21 : 0.489774 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    9.974030e-07    0.000000e+00 
	   energy              1.704110e-03    2.801607e-04    1.704110e-05 
	   displacement        3.438719e+00    3.438719e+00    3.438719e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    2.771413e-07    0.000000e+00 
	   energy              1.704110e-03    1.221954e-05    1.704110e-05 
	   displacement        3.438719e+00    4.097268e-01    2.630984e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    9.012808e-08    0.000000e+00 
	   energy              1.704110e-03    2.831239e-05    1.704110e-05 
	   displacement        3.438719e+00    2.898204e-01    4.143196e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    7.198704e-08    0.000000e+00 
	   energy              1.704110e-03    2.374283e-05    1.704110e-05 
	   displacement        3.438719e+00    1.765234e-01    5.644612e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    4.059998e-08    0.000000e+00 
	   energy              1.704110e-03    1.474267e-05    1.704110e-05 
	   displacement        3.438719e+00    7.121220e-02    6.798556e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    2.111401e-08    0.000000e+00 
	   energy              1.704110e-03    6.996170e-06    1.704110e-05 
	   displacement        3.438719e+00    3.413231e-02    7.616736e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    2.590333e-09    0.000000e+00 
	   energy              1.704110e-03    1.277421e-06    1.704110e-05 
	   displacement        3.438719e+00    1.170063e-02    8.013789e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    2.473961e-09    0.000000e+00 
	   energy              1.704110e-03    3.604312e-07    1.704110e-05 
	   displacement        3.438719e+00    1.440430e-03    8.112596e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    1.048350e-11    0.000000e+00 
	   energy              1.704110e-03    1.943864e-08    1.704110e-05 
	   displacement        3.438719e+00    3.589326e-04    8.141855e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    1.751985e-16    0.000000e+00 
	   energy              1.704110e-03    2.256876e-12    1.704110e-05 
	   displacement        3.438719e+00    2.227062e-06    8.144419e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.080764e-02   2.000000e-01
    maximum gap  :    2.103800e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 1
	step from line search         = 0.600701
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    9.464119e-08    0.000000e+00 
	   energy              1.704110e-03    3.290455e-06    1.704110e-05 
	   displacement        3.438719e+00    2.295895e-01    9.924345e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    6.584958e-10    0.000000e+00 
	   energy              1.704110e-03    2.034101e-07    1.704110e-05 
	   displacement        3.438719e+00    1.670461e-02    9.883166e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    6.301965e-12    0.000000e+00 
	   energy              1.704110e-03    4.372400e-09    1.704110e-05 
	   displacement        3.438719e+00    1.659683e-03    9.767692e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    2.066333e-12    0.000000e+00 
	   energy              1.704110e-03    4.618777e-11    1.704110e-05 
	   displacement        3.438719e+00    4.042942e-05    9.751443e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.489774
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.352556e-04    2.521287e-17    0.000000e+00 
	   energy              1.704110e-03    1.266410e-13    1.704110e-05 
	   displacement        3.438719e+00    3.427416e-07    9.751455e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.928818e-02   2.000000e-01
    maximum gap  :    1.842441e-02       ***

------- converged at time : 0.489774

 ]0;(49%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 22 : 0.505766 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    6.989581e-07    0.000000e+00 
	   energy              1.552440e-03    2.391428e-04    1.552440e-05 
	   displacement        3.581267e+00    3.581267e+00    3.581267e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    2.189424e-07    0.000000e+00 
	   energy              1.552440e-03    6.053805e-07    1.552440e-05 
	   displacement        3.581267e+00    4.500349e-01    3.124970e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    2.721750e-08    0.000000e+00 
	   energy              1.552440e-03    1.109166e-05    1.552440e-05 
	   displacement        3.581267e+00    1.678760e-01    4.320510e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    7.074228e-09    0.000000e+00 
	   energy              1.552440e-03    4.956291e-06    1.552440e-05 
	   displacement        3.581267e+00    6.767582e-02    5.234980e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 0.140303
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    5.883669e-09    0.000000e+00 
	   energy              1.552440e-03    5.504230e-07    1.552440e-05 
	   displacement        3.581267e+00    6.278220e-04    5.325612e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 6
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    8.851106e-09    0.000000e+00 
	   energy              1.552440e-03    1.889413e-06    1.552440e-05 
	   displacement        3.581267e+00    8.283769e-03    5.654211e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 7
	step from line search         = 3.392072
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    3.118967e-08    0.000000e+00 
	   energy              1.552440e-03    2.612642e-06    1.552440e-05 
	   displacement        3.581267e+00    3.861996e-01    8.271710e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    2.597728e-08    0.000000e+00 
	   energy              1.552440e-03    4.993662e-06    1.552440e-05 
	   displacement        3.581267e+00    6.662187e-02    7.610096e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    6.085196e-09    0.000000e+00 
	   energy              1.552440e-03    1.797648e-06    1.552440e-05 
	   displacement        3.581267e+00    1.054520e-02    8.052728e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    2.376337e-10    0.000000e+00 
	   energy              1.552440e-03    2.280048e-07    1.552440e-05 
	   displacement        3.581267e+00    3.097809e-03    8.268832e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    1.239178e-14    0.000000e+00 
	   energy              1.552440e-03    3.351808e-11    1.552440e-05 
	   displacement        3.581267e+00    5.513132e-05    8.297673e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    8.888464e-20    0.000000e+00 
	   energy              1.552440e-03    4.532844e-16    1.552440e-05 
	   displacement        3.581267e+00    6.572858e-10    8.297638e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.323643e-02   2.000000e-01
    maximum gap  :    2.278614e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    1.696392e-08    0.000000e+00 
	   energy              1.552440e-03    4.898783e-06    1.552440e-05 
	   displacement        3.581267e+00    1.331006e-01    1.006009e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    4.177160e-10    0.000000e+00 
	   energy              1.552440e-03    9.329722e-08    1.552440e-05 
	   displacement        3.581267e+00    3.398807e-02    9.250678e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    6.110303e-13    0.000000e+00 
	   energy              1.552440e-03    3.710822e-10    1.552440e-05 
	   displacement        3.581267e+00    5.792236e-04    9.172128e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.505766
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.843889e-04    2.367595e-16    0.000000e+00 
	   energy              1.552440e-03    1.585605e-13    1.552440e-05 
	   displacement        3.581267e+00    4.835042e-07    9.169833e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.901736e-02   2.000000e-01
    maximum gap  :    1.407167e-02       ***

------- converged at time : 0.505766

 ]0;(51%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0154973


===== beginning time step 23 : 0.521264 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    5.390215e-07    0.000000e+00 
	   energy              1.369987e-03    2.099797e-04    1.369987e-05 
	   displacement        3.350972e+00    3.350972e+00    3.350972e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    1.629647e-07    0.000000e+00 
	   energy              1.369987e-03    2.811874e-06    1.369987e-05 
	   displacement        3.350972e+00    3.711606e-01    3.073063e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    3.382904e-08    0.000000e+00 
	   energy              1.369987e-03    1.031755e-05    1.369987e-05 
	   displacement        3.350972e+00    1.820455e-01    4.092708e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    9.823285e-09    0.000000e+00 
	   energy              1.369987e-03    5.175660e-06    1.369987e-05 
	   displacement        3.350972e+00    6.569026e-02    4.931146e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    5.567870e-09    0.000000e+00 
	   energy              1.369987e-03    2.195211e-06    1.369987e-05 
	   displacement        3.350972e+00    1.877040e-02    5.468649e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    6.416965e-09    0.000000e+00 
	   energy              1.369987e-03    1.985344e-06    1.369987e-05 
	   displacement        3.350972e+00    1.256790e-02    5.892470e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    6.385730e-09    0.000000e+00 
	   energy              1.369987e-03    2.443704e-06    1.369987e-05 
	   displacement        3.350972e+00    9.640463e-03    6.263119e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 0.127537
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    5.727271e-09    0.000000e+00 
	   energy              1.369987e-03    2.334787e-07    1.369987e-05 
	   displacement        3.350972e+00    5.940889e-05    6.291130e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 9
	step from line search         = 0.283619
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    5.663288e-09    0.000000e+00 
	   energy              1.369987e-03    5.031096e-07    1.369987e-05 
	   displacement        3.350972e+00    3.144012e-04    6.353559e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    6.491569e-09    0.000000e+00 
	   energy              1.369987e-03    1.697999e-06    1.369987e-05 
	   displacement        3.350972e+00    4.558450e-03    6.573768e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    3.989263e-09    0.000000e+00 
	   energy              1.369987e-03    7.677717e-07    1.369987e-05 
	   displacement        3.350972e+00    1.642270e-03    6.719465e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    1.016920e-09    0.000000e+00 
	   energy              1.369987e-03    5.600376e-07    1.369987e-05 
	   displacement        3.350972e+00    2.340640e-03    6.871474e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    4.349192e-10    0.000000e+00 
	   energy              1.369987e-03    4.611917e-08    1.369987e-05 
	   displacement        3.350972e+00    6.834475e-04    6.951312e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    8.123957e-10    0.000000e+00 
	   energy              1.369987e-03    1.269774e-07    1.369987e-05 
	   displacement        3.350972e+00    3.896378e-04    6.995734e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    4.284853e-10    0.000000e+00 
	   energy              1.369987e-03    1.584572e-07    1.369987e-05 
	   displacement        3.350972e+00    9.725657e-04    7.065341e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    2.676236e-10    0.000000e+00 
	   energy              1.369987e-03    1.087256e-07    1.369987e-05 
	   displacement        3.350972e+00    7.583851e-04    7.128077e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 17
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    1.559374e-10    0.000000e+00 
	   energy              1.369987e-03    4.910240e-08    1.369987e-05 
	   displacement        3.350972e+00    2.921903e-04    7.165708e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 18
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    7.290357e-13    0.000000e+00 
	   energy              1.369987e-03    1.226477e-10    1.369987e-05 
	   displacement        3.350972e+00    1.361919e-04    7.189900e-06 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 19
 Nonlinear solution status: time= 0.521264
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.362853e-04    4.818326e-18    0.000000e+00 
	   energy              1.369987e-03    2.590372e-14    1.369987e-05 
	   displacement        3.350972e+00    1.100186e-07    7.190476e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.852992e-02   2.000000e-01
    maximum gap  :    2.282392e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 20
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.521264

Retrying time step. Retry attempt 1 of max 10


AUTO STEPPER: retry step, dt = 0.0140885


===== beginning time step 23 : 0.519855 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    5.172238e-07    0.000000e+00 
	   energy              1.185526e-03    2.064918e-04    1.185526e-05 
	   displacement        3.067178e+00    3.067178e+00    3.067178e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    1.538352e-07    0.000000e+00 
	   energy              1.185526e-03    2.682815e-06    1.185526e-05 
	   displacement        3.067178e+00    3.303338e-01    2.748150e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    3.202282e-08    0.000000e+00 
	   energy              1.185526e-03    9.961668e-06    1.185526e-05 
	   displacement        3.067178e+00    1.717715e-01    3.634021e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    1.073471e-08    0.000000e+00 
	   energy              1.185526e-03    4.701670e-06    1.185526e-05 
	   displacement        3.067178e+00    5.689545e-02    4.366218e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    6.011103e-09    0.000000e+00 
	   energy              1.185526e-03    1.811747e-06    1.185526e-05 
	   displacement        3.067178e+00    1.597146e-02    4.822769e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    4.007014e-09    0.000000e+00 
	   energy              1.185526e-03    1.136328e-06    1.185526e-05 
	   displacement        3.067178e+00    8.304151e-03    5.156342e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 0.016793
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    3.874375e-09    0.000000e+00 
	   energy              1.185526e-03    2.703937e-08    1.185526e-05 
	   displacement        3.067178e+00    1.608119e-06    5.159849e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.730620e-02   2.000000e-01
    maximum gap  :    2.161397e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    2.237132e-08    0.000000e+00 
	   energy              1.185526e-03    5.647584e-06    1.185526e-05 
	   displacement        3.067178e+00    1.675860e-01    6.889117e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    8.142163e-09    0.000000e+00 
	   energy              1.185526e-03    2.484501e-06    1.185526e-05 
	   displacement        3.067178e+00    1.135623e-02    7.027047e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    2.072676e-09    0.000000e+00 
	   energy              1.185526e-03    7.907896e-07    1.185526e-05 
	   displacement        3.067178e+00    3.339885e-03    7.241394e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    1.516809e-09    0.000000e+00 
	   energy              1.185526e-03    2.078042e-07    1.185526e-05 
	   displacement        3.067178e+00    1.672420e-03    7.372008e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    4.064624e-10    0.000000e+00 
	   energy              1.185526e-03    1.613589e-07    1.185526e-05 
	   displacement        3.067178e+00    1.173166e-03    7.466251e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 6
	step from line search         = 0.385151
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    1.579463e-10    0.000000e+00 
	   energy              1.185526e-03    4.335874e-08    1.185526e-05 
	   displacement        3.067178e+00    8.826308e-05    7.489422e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.519855
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 7
	step from line search         = 0.025479
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.127084e-04    1.500019e-10    0.000000e+00 
	   energy              1.185526e-03    1.767960e-09    1.185526e-05 
	   displacement        3.067178e+00    1.457280e-07    7.490354e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.173806e-02   2.000000e-01
    maximum gap  :    1.677097e-02       ***

------- converged at time : 0.519855

 ]0;(52%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0149979


===== beginning time step 24 : 0.534853 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    6.975941e-07    0.000000e+00 
	   energy              1.331495e-03    3.401234e-04    1.331495e-05 
	   displacement        6.013122e+00    6.013122e+00    6.013122e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    2.437871e-07    0.000000e+00 
	   energy              1.331495e-03    2.019964e-05    1.331495e-05 
	   displacement        6.013122e+00    8.921339e-01    7.296709e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    7.310476e-08    0.000000e+00 
	   energy              1.331495e-03    5.061898e-06    1.331495e-05 
	   displacement        6.013122e+00    2.327786e-01    9.347067e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    1.897235e-08    0.000000e+00 
	   energy              1.331495e-03    5.190867e-06    1.331495e-05 
	   displacement        6.013122e+00    5.708588e-02    9.931177e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    9.054066e-09    0.000000e+00 
	   energy              1.331495e-03    2.943642e-06    1.331495e-05 
	   displacement        6.013122e+00    1.698508e-02    1.032634e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    9.732150e-10    0.000000e+00 
	   energy              1.331495e-03    4.552065e-07    1.331495e-05 
	   displacement        6.013122e+00    9.046128e-03    1.052128e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    6.411904e-10    0.000000e+00 
	   energy              1.331495e-03    1.016240e-07    1.331495e-05 
	   displacement        6.013122e+00    4.480172e-04    1.059523e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    2.358292e-10    0.000000e+00 
	   energy              1.331495e-03    9.939089e-08    1.331495e-05 
	   displacement        6.013122e+00    3.306044e-04    1.064361e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    2.301846e-10    0.000000e+00 
	   energy              1.331495e-03    3.670259e-08    1.331495e-05 
	   displacement        6.013122e+00    1.885984e-04    1.067782e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 0.043713
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    2.104971e-10    0.000000e+00 
	   energy              1.331495e-03    4.195395e-09    1.331495e-05 
	   displacement        6.013122e+00    3.048365e-07    1.067902e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    7.635608e-02   2.000000e-01
    maximum gap  :    2.102750e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    4.984157e-09    0.000000e+00 
	   energy              1.331495e-03    2.243772e-06    1.331495e-05 
	   displacement        6.013122e+00    1.086119e-01    1.211709e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    1.916954e-10    0.000000e+00 
	   energy              1.331495e-03    2.074476e-09    1.331495e-05 
	   displacement        6.013122e+00    1.854222e-02    1.157864e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    1.020011e-13    0.000000e+00 
	   energy              1.331495e-03    2.051802e-10    1.331495e-05 
	   displacement        6.013122e+00    5.276349e-05    1.156469e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.534853
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.028049e-04    5.051190e-17    0.000000e+00 
	   energy              1.331495e-03    2.544725e-14    1.331495e-05 
	   displacement        6.013122e+00    8.223668e-08    1.156376e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.539693e-02   2.000000e-01
    maximum gap  :    1.540591e-02       ***

------- converged at time : 0.534853

 ]0;(53%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0158755


===== beginning time step 25 : 0.550728 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    3.847102e-07    0.000000e+00 
	   energy              1.211116e-03    1.921353e-04    1.211116e-05 
	   displacement        3.437430e+00    3.437430e+00    3.437430e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    1.032743e-07    0.000000e+00 
	   energy              1.211116e-03    2.220533e-06    1.211116e-05 
	   displacement        3.437430e+00    3.040750e-01    3.337023e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    2.578855e-08    0.000000e+00 
	   energy              1.211116e-03    1.004148e-05    1.211116e-05 
	   displacement        3.437430e+00    1.287434e-01    4.137791e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    1.529347e-08    0.000000e+00 
	   energy              1.211116e-03    5.146784e-06    1.211116e-05 
	   displacement        3.437430e+00    3.593675e-02    4.705663e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    6.314400e-09    0.000000e+00 
	   energy              1.211116e-03    2.032530e-06    1.211116e-05 
	   displacement        3.437430e+00    2.942922e-02    5.100284e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    7.235645e-09    0.000000e+00 
	   energy              1.211116e-03    1.722263e-06    1.211116e-05 
	   displacement        3.437430e+00    6.560830e-03    5.271835e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    6.210345e-09    0.000000e+00 
	   energy              1.211116e-03    1.674766e-06    1.211116e-05 
	   displacement        3.437430e+00    4.865699e-03    5.410989e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    7.392441e-10    0.000000e+00 
	   energy              1.211116e-03    3.955514e-07    1.211116e-05 
	   displacement        3.437430e+00    2.444844e-03    5.496189e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    7.218924e-11    0.000000e+00 
	   energy              1.211116e-03    4.011843e-08    1.211116e-05 
	   displacement        3.437430e+00    2.026034e-04    5.518124e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    8.390592e-11    0.000000e+00 
	   energy              1.211116e-03    9.406894e-09    1.211116e-05 
	   displacement        3.437430e+00    1.154102e-04    5.529430e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    7.157556e-14    0.000000e+00 
	   energy              1.211116e-03    1.549445e-10    1.211116e-05 
	   displacement        3.437430e+00    5.212260e-05    5.538177e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    4.206711e-18    0.000000e+00 
	   energy              1.211116e-03    7.092022e-15    1.211116e-05 
	   displacement        3.437430e+00    4.604975e-09    5.538093e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.020413e-02   2.000000e-01
    maximum gap  :    1.804000e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    4.589515e-09    0.000000e+00 
	   energy              1.211116e-03    8.240976e-07    1.211116e-05 
	   displacement        3.437430e+00    4.270271e-02    6.335665e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    1.167797e-09    0.000000e+00 
	   energy              1.211116e-03    3.276908e-07    1.211116e-05 
	   displacement        3.437430e+00    7.633035e-03    6.072436e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    7.175610e-11    0.000000e+00 
	   energy              1.211116e-03    4.616887e-08    1.211116e-05 
	   displacement        3.437430e+00    8.023821e-04    6.040983e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    5.564704e-12    0.000000e+00 
	   energy              1.211116e-03    3.589647e-09    1.211116e-05 
	   displacement        3.437430e+00    1.305256e-04    6.027505e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 17
 Nonlinear solution status: time= 0.550728
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.942974e-05    6.141053e-14    0.000000e+00 
	   energy              1.211116e-03    6.806897e-11    1.211116e-05 
	   displacement        3.437430e+00    4.685086e-06    6.027934e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.077796e-02   2.000000e-01
    maximum gap  :    1.303180e-02       ***

------- converged at time : 0.550728

 ]0;(55%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0149367


===== beginning time step 26 : 0.565665 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    1.489936e-07    0.000000e+00 
	   energy              8.985174e-04    6.185449e-05    8.985174e-06 
	   displacement        1.701901e+00    1.701901e+00    1.701901e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    4.769416e-08    0.000000e+00 
	   energy              8.985174e-04    3.612372e-06    8.985174e-06 
	   displacement        1.701901e+00    1.347020e-01    2.019210e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    1.255256e-08    0.000000e+00 
	   energy              8.985174e-04    5.254248e-06    8.985174e-06 
	   displacement        1.701901e+00    7.216093e-02    2.611158e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    2.059132e-09    0.000000e+00 
	   energy              8.985174e-04    1.542558e-06    8.985174e-06 
	   displacement        1.701901e+00    4.095258e-02    3.099183e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    4.469546e-10    0.000000e+00 
	   energy              8.985174e-04    2.957685e-07    8.985174e-06 
	   displacement        1.701901e+00    1.192756e-02    3.388446e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    9.204507e-12    0.000000e+00 
	   energy              8.985174e-04    9.122205e-09    8.985174e-06 
	   displacement        1.701901e+00    1.185252e-03    3.483153e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    3.041407e-13    0.000000e+00 
	   energy              8.985174e-04    9.210272e-12    8.985174e-06 
	   displacement        1.701901e+00    1.919626e-05    3.493696e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    3.618023e-18    0.000000e+00 
	   energy              8.985174e-04    1.629539e-14    8.985174e-06 
	   displacement        1.701901e+00    2.339798e-08    3.493747e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    6.044941e-03   2.000000e-01
    maximum gap  :    1.512302e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    7.994930e-10    0.000000e+00 
	   energy              8.985174e-04    4.192729e-07    8.985174e-06 
	   displacement        1.701901e+00    3.136289e-02    3.820894e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    1.141416e-11    0.000000e+00 
	   energy              8.985174e-04    7.058908e-09    8.985174e-06 
	   displacement        1.701901e+00    3.490997e-03    3.702342e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    3.770552e-13    0.000000e+00 
	   energy              8.985174e-04    5.817449e-11    8.985174e-06 
	   displacement        1.701901e+00    4.084264e-05    3.701518e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.565665
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.805201e-05    2.263098e-18    0.000000e+00 
	   energy              8.985174e-04    6.369119e-16    8.985174e-06 
	   displacement        1.701901e+00    3.552604e-08    3.701398e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.111715e-03   2.000000e-01
    maximum gap  :    1.230162e-02       ***

------- converged at time : 0.565665

 ]0;(57%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.017895


===== beginning time step 27 : 0.58356 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    1.020360e-07    0.000000e+00 
	   energy              1.159245e-03    3.656038e-05    1.159245e-05 
	   displacement        1.722713e+00    1.722713e+00    1.722713e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    4.446417e-08    0.000000e+00 
	   energy              1.159245e-03    4.833743e-06    1.159245e-05 
	   displacement        1.722713e+00    2.645307e-01    2.409269e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    1.190638e-08    0.000000e+00 
	   energy              1.159245e-03    5.040811e-06    1.159245e-05 
	   displacement        1.722713e+00    9.152098e-02    3.022987e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    3.848645e-09    0.000000e+00 
	   energy              1.159245e-03    2.641029e-06    1.159245e-05 
	   displacement        1.722713e+00    1.855490e-01    4.106386e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    1.677020e-09    0.000000e+00 
	   energy              1.159245e-03    3.095113e-07    1.159245e-05 
	   displacement        1.722713e+00    3.577115e-01    5.932162e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    2.156555e-11    0.000000e+00 
	   energy              1.159245e-03    1.150490e-08    1.159245e-05 
	   displacement        1.722713e+00    1.385157e-02    6.097066e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    1.161510e-14    0.000000e+00 
	   energy              1.159245e-03    3.245099e-11    1.159245e-05 
	   displacement        1.722713e+00    4.591239e-05    6.091404e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    5.420525e-19    0.000000e+00 
	   energy              1.159245e-03    4.748196e-15    1.159245e-05 
	   displacement        1.722713e+00    5.750121e-09    6.091299e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.654946e-03   2.000000e-01
    maximum gap  :    1.481892e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    4.780851e-09    0.000000e+00 
	   energy              1.159245e-03    1.847154e-06    1.159245e-05 
	   displacement        1.722713e+00    1.567127e-01    7.514156e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    2.215402e-10    0.000000e+00 
	   energy              1.159245e-03    6.509413e-08    1.159245e-05 
	   displacement        1.722713e+00    3.457969e-02    6.791812e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    1.686027e-12    0.000000e+00 
	   energy              1.159245e-03    9.698290e-10    1.159245e-05 
	   displacement        1.722713e+00    1.728001e-03    6.693039e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    6.218121e-16    0.000000e+00 
	   energy              1.159245e-03    2.328129e-13    1.159245e-05 
	   displacement        1.722713e+00    7.024287e-06    6.687016e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.58356
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.532896e-05    4.084373e-20    0.000000e+00 
	   energy              1.159245e-03    2.268502e-16    1.159245e-05 
	   displacement        1.722713e+00    1.160565e-10    6.687022e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    4.995660e-04   2.000000e-01
    maximum gap  :    1.203038e-02       ***

------- converged at time : 0.58356

 ]0;(58%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0195346


===== beginning time step 28 : 0.603094 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    1.902586e-07    0.000000e+00 
	   energy              1.387116e-03    7.258886e-05    1.387116e-05 
	   displacement        2.679006e+00    2.679006e+00    2.679006e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    5.627823e-08    0.000000e+00 
	   energy              1.387116e-03    1.031891e-05    1.387116e-05 
	   displacement        2.679006e+00    2.690000e-01    3.359411e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    2.196476e-08    0.000000e+00 
	   energy              1.387116e-03    7.726375e-06    1.387116e-05 
	   displacement        2.679006e+00    2.271807e-01    4.782866e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    8.579358e-09    0.000000e+00 
	   energy              1.387116e-03    3.990057e-06    1.387116e-05 
	   displacement        2.679006e+00    1.955037e-01    6.367814e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    3.029432e-09    0.000000e+00 
	   energy              1.387116e-03    1.592270e-06    1.387116e-05 
	   displacement        2.679006e+00    1.251997e-01    7.684738e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    3.478714e-10    0.000000e+00 
	   energy              1.387116e-03    3.315552e-07    1.387116e-05 
	   displacement        2.679006e+00    2.586317e-02    8.148464e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    1.828850e-11    0.000000e+00 
	   energy              1.387116e-03    1.605756e-08    1.387116e-05 
	   displacement        2.679006e+00    1.885227e-03    8.311130e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    6.913675e-14    0.000000e+00 
	   energy              1.387116e-03    1.441648e-10    1.387116e-05 
	   displacement        2.679006e+00    2.743418e-05    8.326238e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    1.175481e-11    0.000000e+00 
	   energy              1.387116e-03    1.958089e-10    1.387116e-05 
	   displacement        2.679006e+00    2.402927e-08    8.326542e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    8.548878e-03   2.000000e-01
    maximum gap  :    1.454503e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    9.487509e-10    0.000000e+00 
	   energy              1.387116e-03    7.189124e-07    1.387116e-05 
	   displacement        2.679006e+00    4.259597e-02    9.154997e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    2.162410e-11    0.000000e+00 
	   energy              1.387116e-03    3.170941e-09    1.387116e-05 
	   displacement        2.679006e+00    8.896624e-03    8.729654e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    3.456294e-15    0.000000e+00 
	   energy              1.387116e-03    4.319922e-12    1.387116e-05 
	   displacement        2.679006e+00    2.562664e-05    8.717796e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.603094
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.097912e-04    5.994326e-20    0.000000e+00 
	   energy              1.387116e-03    7.538033e-16    1.387116e-05 
	   displacement        2.679006e+00    6.345161e-10    8.717738e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.860731e-03   2.000000e-01
    maximum gap  :    9.507920e-03       ***

------- converged at time : 0.603094

 ]0;(60%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0210525


===== beginning time step 29 : 0.624147 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    2.129738e-07    0.000000e+00 
	   energy              1.570679e-03    7.771704e-05    1.570679e-05 
	   displacement        2.850827e+00    2.850827e+00    2.850827e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    6.341088e-08    0.000000e+00 
	   energy              1.570679e-03    1.216813e-05    1.570679e-05 
	   displacement        2.850827e+00    1.819011e-01    3.403964e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    3.016341e-08    0.000000e+00 
	   energy              1.570679e-03    8.212966e-06    1.570679e-05 
	   displacement        2.850827e+00    3.093514e-01    5.083164e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    1.795720e-08    0.000000e+00 
	   energy              1.570679e-03    5.218613e-06    1.570679e-05 
	   displacement        2.850827e+00    1.690085e-01    6.609533e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    8.157629e-09    0.000000e+00 
	   energy              1.570679e-03    2.722416e-06    1.570679e-05 
	   displacement        2.850827e+00    1.502592e-01    8.071753e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    2.645011e-09    0.000000e+00 
	   energy              1.570679e-03    1.252057e-06    1.570679e-05 
	   displacement        2.850827e+00    8.200424e-02    9.189840e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    1.873045e-10    0.000000e+00 
	   energy              1.570679e-03    1.144390e-07    1.570679e-05 
	   displacement        2.850827e+00    1.336158e-02    9.601388e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    6.907723e-11    0.000000e+00 
	   energy              1.570679e-03    3.107431e-08    1.570679e-05 
	   displacement        2.850827e+00    2.248198e-04    9.648775e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    2.520901e-12    0.000000e+00 
	   energy              1.570679e-03    1.425456e-09    1.570679e-05 
	   displacement        2.850827e+00    1.215086e-04    9.668275e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    5.509179e-18    0.000000e+00 
	   energy              1.570679e-03    9.075922e-14    1.570679e-05 
	   displacement        2.850827e+00    3.919828e-07    9.669366e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    9.994071e-03   2.000000e-01
    maximum gap  :    1.523080e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    3.031153e-10    0.000000e+00 
	   energy              1.570679e-03    2.106555e-07    1.570679e-05 
	   displacement        2.850827e+00    2.941235e-02    1.040427e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    9.366540e-12    0.000000e+00 
	   energy              1.570679e-03    3.553370e-09    1.570679e-05 
	   displacement        2.850827e+00    4.951528e-03    1.008004e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.624147
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.205248e-04    1.328692e-15    0.000000e+00 
	   energy              1.570679e-03    2.462918e-12    1.570679e-05 
	   displacement        2.850827e+00    4.601497e-06    1.007792e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.298649e-03   2.000000e-01
    maximum gap  :    1.033117e-02       ***

------- converged at time : 0.624147

 ]0;(62%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0224579


===== beginning time step 30 : 0.646605 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    2.249900e-07    0.000000e+00 
	   energy              1.734971e-03    8.307946e-05    1.734971e-05 
	   displacement        3.153276e+00    3.153276e+00    3.153276e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    5.783614e-08    0.000000e+00 
	   energy              1.734971e-03    1.201340e-05    1.734971e-05 
	   displacement        3.153276e+00    1.749129e-01    3.642840e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    3.515243e-08    0.000000e+00 
	   energy              1.734971e-03    1.281187e-05    1.734971e-05 
	   displacement        3.153276e+00    3.259727e-01    5.508892e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    1.846434e-08    0.000000e+00 
	   energy              1.734971e-03    7.324033e-06    1.734971e-05 
	   displacement        3.153276e+00    3.483381e-01    7.940867e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    5.782043e-09    0.000000e+00 
	   energy              1.734971e-03    2.769186e-06    1.734971e-05 
	   displacement        3.153276e+00    3.874406e-01    1.011030e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    4.760094e-10    0.000000e+00 
	   energy              1.734971e-03    4.853115e-07    1.734971e-05 
	   displacement        3.153276e+00    2.772731e-02    1.082200e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    4.527985e-11    0.000000e+00 
	   energy              1.734971e-03    3.416116e-08    1.734971e-05 
	   displacement        3.153276e+00    1.098495e-02    1.111513e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    3.109257e-13    0.000000e+00 
	   energy              1.734971e-03    1.034907e-10    1.734971e-05 
	   displacement        3.153276e+00    9.689581e-04    1.118436e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    1.511812e-18    0.000000e+00 
	   energy              1.734971e-03    1.823542e-14    1.734971e-05 
	   displacement        3.153276e+00    1.582038e-08    1.118459e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    7.702263e-03   2.000000e-01
    maximum gap  :    1.405907e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    5.447577e-10    0.000000e+00 
	   energy              1.734971e-03    4.560937e-07    1.734971e-05 
	   displacement        3.153276e+00    3.982729e-02    1.226650e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    1.414481e-12    0.000000e+00 
	   energy              1.734971e-03    2.353311e-09    1.734971e-05 
	   displacement        3.153276e+00    4.967040e-03    1.190263e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.646605
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.286829e-04    1.930231e-14    0.000000e+00 
	   energy              1.734971e-03    4.135496e-12    1.734971e-05 
	   displacement        3.153276e+00    5.692384e-06    1.189818e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.592043e-03   2.000000e-01
    maximum gap  :    8.495871e-03       ***

------- converged at time : 0.646605

 ]0;(65%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0245285


===== beginning time step 31 : 0.671133 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    2.287899e-07    0.000000e+00 
	   energy              1.998314e-03    8.400443e-05    1.998314e-05 
	   displacement        3.560219e+00    3.560219e+00    3.560219e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    6.341524e-08    0.000000e+00 
	   energy              1.998314e-03    8.418076e-06    1.998314e-05 
	   displacement        3.560219e+00    1.808036e-01    4.169007e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    4.115051e-08    0.000000e+00 
	   energy              1.998314e-03    1.703146e-05    1.998314e-05 
	   displacement        3.560219e+00    5.772258e-01    6.835791e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    1.138195e-08    0.000000e+00 
	   energy              1.998314e-03    6.957164e-06    1.998314e-05 
	   displacement        3.560219e+00    3.205954e-01    9.462971e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    2.465120e-09    0.000000e+00 
	   energy              1.998314e-03    1.764230e-06    1.998314e-05 
	   displacement        3.560219e+00    1.049090e-01    1.113303e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    5.814476e-10    0.000000e+00 
	   energy              1.998314e-03    4.798473e-07    1.998314e-05 
	   displacement        3.560219e+00    3.701163e-02    1.211475e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    7.019239e-11    0.000000e+00 
	   energy              1.998314e-03    5.030696e-08    1.998314e-05 
	   displacement        3.560219e+00    2.512419e-02    1.258670e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    6.220514e-12    0.000000e+00 
	   energy              1.998314e-03    8.109312e-09    1.998314e-05 
	   displacement        3.560219e+00    6.629197e-04    1.262718e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    9.687675e-13    0.000000e+00 
	   energy              1.998314e-03    1.371751e-09    1.998314e-05 
	   displacement        3.560219e+00    6.887894e-05    1.264061e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    6.133852e-16    0.000000e+00 
	   energy              1.998314e-03    5.874275e-15    1.998314e-05 
	   displacement        3.560219e+00    2.065351e-05    1.264836e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    1.985808e-21    0.000000e+00 
	   energy              1.998314e-03    1.486354e-16    1.998314e-05 
	   displacement        3.560219e+00    1.204606e-10    1.264835e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.435593e-03   2.000000e-01
    maximum gap  :    1.209090e-02       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    7.869220e-11    0.000000e+00 
	   energy              1.998314e-03    4.316746e-08    1.998314e-05 
	   displacement        3.560219e+00    1.781890e-02    1.332187e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    2.144981e-13    0.000000e+00 
	   energy              1.998314e-03    2.915436e-10    1.998314e-05 
	   displacement        3.560219e+00    1.258732e-03    1.311245e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.671133
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.423137e-04    5.048459e-18    0.000000e+00 
	   energy              1.998314e-03    1.981076e-14    1.998314e-05 
	   displacement        3.560219e+00    3.164417e-07    1.311186e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    1.726133e-03   2.000000e-01
    maximum gap  :    6.668016e-03       ***

------- converged at time : 0.671133

 ]0;(67%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0250715


===== beginning time step 32 : 0.696205 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    2.376793e-07    0.000000e+00 
	   energy              2.051712e-03    1.045356e-04    2.051712e-05 
	   displacement        4.237373e+00    4.237373e+00    4.237373e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    6.150402e-08    0.000000e+00 
	   energy              2.051712e-03    9.154240e-06    2.051712e-05 
	   displacement        4.237373e+00    1.697564e-01    4.621327e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    3.661899e-08    0.000000e+00 
	   energy              2.051712e-03    1.670977e-05    2.051712e-05 
	   displacement        4.237373e+00    6.889928e-01    7.505891e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    8.971181e-09    0.000000e+00 
	   energy              2.051712e-03    5.863178e-06    2.051712e-05 
	   displacement        4.237373e+00    1.790702e-01    9.473055e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    4.132449e-09    0.000000e+00 
	   energy              2.051712e-03    2.734367e-06    2.051712e-05 
	   displacement        4.237373e+00    1.787721e-01    1.112721e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    1.608584e-09    0.000000e+00 
	   energy              2.051712e-03    8.970587e-07    2.051712e-05 
	   displacement        4.237373e+00    1.041113e-01    1.267185e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    9.577737e-10    0.000000e+00 
	   energy              2.051712e-03    3.045895e-07    2.051712e-05 
	   displacement        4.237373e+00    1.504563e-02    1.325378e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 0.221415
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    5.794376e-10    0.000000e+00 
	   energy              2.051712e-03    5.886530e-08    2.051712e-05 
	   displacement        4.237373e+00    6.666336e-05    1.327059e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    1.069033e-09    0.000000e+00 
	   energy              2.051712e-03    1.563935e-07    2.051712e-05 
	   displacement        4.237373e+00    2.580201e-04    1.330572e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    5.729623e-10    0.000000e+00 
	   energy              2.051712e-03    3.179981e-07    2.051712e-05 
	   displacement        4.237373e+00    1.681094e-03    1.339843e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    1.427313e-11    0.000000e+00 
	   energy              2.051712e-03    1.661155e-08    2.051712e-05 
	   displacement        4.237373e+00    6.127118e-04    1.344429e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    8.211876e-17    0.000000e+00 
	   energy              2.051712e-03    3.035471e-12    2.051712e-05 
	   displacement        4.237373e+00    1.537495e-05    1.345249e-05 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 13
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    1.771603e-22    0.000000e+00 
	   energy              2.051712e-03    1.043545e-18    2.051712e-05 
	   displacement        4.237373e+00    2.426120e-11    1.345248e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    7.180298e-03   2.000000e-01
    maximum gap  :    9.336193e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 14
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    3.973328e-11    0.000000e+00 
	   energy              2.051712e-03    2.075747e-08    2.051712e-05 
	   displacement        4.237373e+00    8.838407e-03    1.401106e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 15
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    7.099221e-15    0.000000e+00 
	   energy              2.051712e-03    1.347418e-12    2.051712e-05 
	   displacement        4.237373e+00    4.152741e-04    1.388737e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 16
 Nonlinear solution status: time= 0.696205
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.400140e-04    1.228030e-19    0.000000e+00 
	   energy              2.051712e-03    6.824400e-16    2.051712e-05 
	   displacement        4.237373e+00    1.654586e-08    1.388732e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.449450e-03   2.000000e-01
    maximum gap  :    5.681989e-03       ***

------- converged at time : 0.696205

 ]0;(70%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0242881


===== beginning time step 33 : 0.720493 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    1.838691e-07    0.000000e+00 
	   energy              1.860868e-03    7.197580e-05    1.860868e-05 
	   displacement        3.465266e+00    3.465266e+00    3.465266e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    5.319029e-08    0.000000e+00 
	   energy              1.860868e-03    3.262950e-07    1.860868e-05 
	   displacement        3.465266e+00    9.148207e-02    3.648954e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    3.497402e-08    0.000000e+00 
	   energy              1.860868e-03    1.681140e-05    1.860868e-05 
	   displacement        3.465266e+00    4.548457e-01    5.732653e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    1.676123e-08    0.000000e+00 
	   energy              1.860868e-03    8.289968e-06    1.860868e-05 
	   displacement        3.465266e+00    4.517429e-01    8.574259e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    2.820577e-09    0.000000e+00 
	   energy              1.860868e-03    1.704633e-06    1.860868e-05 
	   displacement        3.465266e+00    2.923284e-01    1.091009e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    4.256522e-10    0.000000e+00 
	   energy              1.860868e-03    2.821199e-07    1.860868e-05 
	   displacement        3.465266e+00    1.923380e-02    1.139898e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    2.637291e-11    0.000000e+00 
	   energy              1.860868e-03    1.182141e-08    1.860868e-05 
	   displacement        3.465266e+00    3.603812e-03    1.156294e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    7.058827e-13    0.000000e+00 
	   energy              1.860868e-03    5.294626e-10    1.860868e-05 
	   displacement        3.465266e+00    7.260791e-05    1.158400e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    2.596184e-18    0.000000e+00 
	   energy              1.860868e-03    9.518439e-14    1.860868e-05 
	   displacement        3.465266e+00    9.021904e-07    1.158488e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    5.966491e-05   2.000000e-01
    maximum gap  :    6.829547e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    6.738388e-11    0.000000e+00 
	   energy              1.860868e-03    1.816906e-08    1.860868e-05 
	   displacement        3.465266e+00    3.660073e-03    1.190887e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 11
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    5.109873e-13    0.000000e+00 
	   energy              1.860868e-03    1.066142e-09    1.860868e-05 
	   displacement        3.465266e+00    9.862397e-05    1.187245e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 12
 Nonlinear solution status: time= 0.720493
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.243959e-04    1.513119e-18    0.000000e+00 
	   energy              1.860868e-03    7.461880e-14    1.860868e-05 
	   displacement        3.465266e+00    1.039328e-06    1.187366e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    9.315307e-04   2.000000e-01
    maximum gap  :    4.105247e-03       ***

------- converged at time : 0.720493

 ]0;(72%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0261426


===== beginning time step 34 : 0.746636 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    1.442086e-07    0.000000e+00 
	   energy              2.066689e-03    3.649360e-05    2.066689e-05 
	   displacement        3.378550e+00    3.378550e+00    3.378550e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    3.690790e-08    0.000000e+00 
	   energy              2.066689e-03    4.238333e-06    2.066689e-05 
	   displacement        3.378550e+00    7.528880e-02    3.852611e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    1.950250e-08    0.000000e+00 
	   energy              2.066689e-03    1.183231e-05    2.066689e-05 
	   displacement        3.378550e+00    7.760287e-01    6.802201e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    7.838431e-09    0.000000e+00 
	   energy              2.066689e-03    4.723956e-06    2.066689e-05 
	   displacement        3.378550e+00    4.050157e-01    9.644227e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    1.490628e-09    0.000000e+00 
	   energy              2.066689e-03    9.495490e-07    2.066689e-05 
	   displacement        3.378550e+00    2.470646e-01    1.225301e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    9.709546e-11    0.000000e+00 
	   energy              2.066689e-03    4.164700e-08    2.066689e-05 
	   displacement        3.378550e+00    4.375471e-02    1.293365e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    5.049532e-13    0.000000e+00 
	   energy              2.066689e-03    1.997064e-10    2.066689e-05 
	   displacement        3.378550e+00    1.601479e-03    1.299308e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    9.062045e-18    0.000000e+00 
	   energy              2.066689e-03    5.506114e-14    2.066689e-05 
	   displacement        3.378550e+00    1.093767e-07    1.299209e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.086393e-03   2.000000e-01
    maximum gap  :    5.130699e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    4.454400e-12    0.000000e+00 
	   energy              2.066689e-03    9.093900e-09    2.066689e-05 
	   displacement        3.378550e+00    5.966230e-04    1.308519e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 10
 Nonlinear solution status: time= 0.746636
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.389082e-04    5.891986e-17    0.000000e+00 
	   energy              2.066689e-03    1.564193e-12    2.066689e-05 
	   displacement        3.378550e+00    9.522277e-06    1.306917e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.424345e-03   2.000000e-01
    maximum gap  :    3.494740e-03       ***

------- converged at time : 0.746636

 ]0;(75%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0289141


===== beginning time step 35 : 0.77555 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    1.492954e-07    0.000000e+00 
	   energy              2.452296e-03    1.165700e-05    2.452296e-05 
	   displacement        3.558979e+00    3.558979e+00    3.558979e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    2.139804e-08    0.000000e+00 
	   energy              2.452296e-03    6.969245e-06    2.452296e-05 
	   displacement        3.558979e+00    7.293843e-02    4.120071e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    2.294345e-08    0.000000e+00 
	   energy              2.452296e-03    1.305164e-05    2.452296e-05 
	   displacement        3.558979e+00    1.232559e+00    8.142856e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    9.297930e-09    0.000000e+00 
	   energy              2.452296e-03    3.727783e-06    2.452296e-05 
	   displacement        3.558979e+00    1.367891e+00    1.397971e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    7.318732e-10    0.000000e+00 
	   energy              2.452296e-03    1.431512e-07    2.452296e-05 
	   displacement        3.558979e+00    1.753362e-01    1.576942e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    8.285520e-13    0.000000e+00 
	   energy              2.452296e-03    9.587363e-10    2.452296e-05 
	   displacement        3.558979e+00    2.132556e-04    1.576403e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    3.307120e-18    0.000000e+00 
	   energy              2.452296e-03    2.311882e-14    2.452296e-05 
	   displacement        3.558979e+00    1.681804e-07    1.576291e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.567848e-03   2.000000e-01
    maximum gap  :    2.559593e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    6.975955e-13    0.000000e+00 
	   energy              2.452296e-03    1.999547e-09    2.452296e-05 
	   displacement        3.558979e+00    1.192112e-04    1.578565e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 9
 Nonlinear solution status: time= 0.77555
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.670940e-04    4.603154e-18    0.000000e+00 
	   energy              2.452296e-03    3.747246e-13    2.452296e-05 
	   displacement        3.558979e+00    2.097076e-06    1.577920e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    2.809431e-03   2.000000e-01
    maximum gap  :    1.620363e-03       ***

------- converged at time : 0.77555

 ]0;(78%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0311313


===== beginning time step 36 : 0.806681 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    1.816141e-07    0.000000e+00 
	   energy              2.812059e-03    3.052663e-06    2.812059e-05 
	   displacement        3.880393e+00    3.880393e+00    3.880393e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    1.916045e-08    0.000000e+00 
	   energy              2.812059e-03    7.879237e-06    2.812059e-05 
	   displacement        3.880393e+00    9.633681e-02    4.574544e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    2.703123e-08    0.000000e+00 
	   energy              2.812059e-03    1.389462e-05    2.812059e-05 
	   displacement        3.880393e+00    2.030324e+00    1.042336e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    8.818035e-09    0.000000e+00 
	   energy              2.812059e-03    2.375831e-06    2.812059e-05 
	   displacement        3.880393e+00    1.618813e+00    1.772619e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    3.541103e-11    0.000000e+00 
	   energy              2.812059e-03    1.112090e-08    2.812059e-05 
	   displacement        3.880393e+00    1.860350e-02    1.820316e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    5.861211e-15    0.000000e+00 
	   energy              2.812059e-03    4.202726e-11    2.812059e-05 
	   displacement        3.880393e+00    1.652404e-05    1.820135e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.277412e-03   2.000000e-01
    maximum gap  :    2.001496e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    2.135588e-13    0.000000e+00 
	   energy              2.812059e-03    4.023694e-10    2.812059e-05 
	   displacement        3.880393e+00    5.850575e-05    1.822922e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.806681
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.925079e-04    1.450764e-18    0.000000e+00 
	   energy              2.812059e-03    3.848306e-14    2.812059e-05 
	   displacement        3.880393e+00    4.268315e-07    1.822603e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.104437e-03   2.000000e-01
    maximum gap  :    1.266627e-03       ***

------- converged at time : 0.806681

 ]0;(81%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.032905


===== beginning time step 37 : 0.839586 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    2.214046e-07    0.000000e+00 
	   energy              3.130838e-03    8.656666e-07    3.130838e-05 
	   displacement        4.256567e+00    4.256567e+00    4.256567e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    2.006188e-08    0.000000e+00 
	   energy              3.130838e-03    8.639065e-06    3.130838e-05 
	   displacement        4.256567e+00    9.736650e-02    4.987586e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    3.083423e-08    0.000000e+00 
	   energy              3.130838e-03    1.622916e-05    3.130838e-05 
	   displacement        4.256567e+00    2.459066e+00    1.181547e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    1.056180e-08    0.000000e+00 
	   energy              3.130838e-03    2.173971e-06    3.130838e-05 
	   displacement        4.256567e+00    1.860222e+00    2.007812e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    2.900756e-11    0.000000e+00 
	   energy              3.130838e-03    3.456405e-08    3.130838e-05 
	   displacement        4.256567e+00    3.270720e-03    2.034234e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    6.835219e-16    0.000000e+00 
	   energy              3.130838e-03    8.631126e-12    3.130838e-05 
	   displacement        4.256567e+00    5.802832e-06    2.035094e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.304610e-03   2.000000e-01
    maximum gap  :    1.696124e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    2.079582e-13    0.000000e+00 
	   energy              3.130838e-03    4.646924e-10    3.130838e-05 
	   displacement        4.256567e+00    2.517446e-05    2.036510e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.839586
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.146880e-04    4.532072e-19    0.000000e+00 
	   energy              3.130838e-03    1.627788e-14    3.130838e-05 
	   displacement        4.256567e+00    1.041447e-07    2.036381e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.201224e-03   2.000000e-01
    maximum gap  :    1.008745e-03       ***

------- converged at time : 0.839586

 ]0;(84%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.034324


===== beginning time step 38 : 0.87391 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    2.603885e-07    0.000000e+00 
	   energy              3.404735e-03    1.782662e-06    3.404735e-05 
	   displacement        4.629793e+00    4.629793e+00    4.629793e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    2.186353e-08    0.000000e+00 
	   energy              3.404735e-03    9.494123e-06    3.404735e-05 
	   displacement        4.629793e+00    1.014929e-01    5.401365e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    3.489168e-08    0.000000e+00 
	   energy              3.404735e-03    1.810508e-05    3.404735e-05 
	   displacement        4.629793e+00    2.644745e+00    1.274735e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    1.269395e-08    0.000000e+00 
	   energy              3.404735e-03    2.579166e-06    3.404735e-05 
	   displacement        4.629793e+00    2.060544e+00    2.180995e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    4.011178e-11    0.000000e+00 
	   energy              3.404735e-03    4.482483e-08    3.404735e-05 
	   displacement        4.629793e+00    3.857554e-03    2.212695e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    1.803590e-15    0.000000e+00 
	   energy              3.404735e-03    1.382425e-11    3.404735e-05 
	   displacement        4.629793e+00    6.316408e-06    2.213967e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.427631e-03   2.000000e-01
    maximum gap  :    1.620892e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.87391
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.333763e-04    2.063800e-13    0.000000e+00 
	   energy              3.404735e-03    4.906697e-10    3.404735e-05 
	   displacement        4.629793e+00    1.571073e-05    2.215032e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.251524e-03   2.000000e-01
    maximum gap  :    9.526781e-04       ***

------- converged at time : 0.87391

 ]0;(87%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0354592


===== beginning time step 39 : 0.909369 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    2.974807e-07    0.000000e+00 
	   energy              3.632091e-03    2.796332e-06    3.632091e-05 
	   displacement        4.932826e+00    4.932826e+00    4.932826e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    2.325064e-08    0.000000e+00 
	   energy              3.632091e-03    1.014304e-05    3.632091e-05 
	   displacement        4.932826e+00    1.030937e-01    5.730010e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    3.854084e-08    0.000000e+00 
	   energy              3.632091e-03    1.907890e-05    3.632091e-05 
	   displacement        4.932826e+00    2.780270e+00    1.345915e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    1.571306e-08    0.000000e+00 
	   energy              3.632091e-03    4.037879e-06    3.632091e-05 
	   displacement        4.932826e+00    2.135264e+00    2.284662e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    1.592632e-10    0.000000e+00 
	   energy              3.632091e-03    1.161985e-07    3.632091e-05 
	   displacement        4.932826e+00    4.091921e-02    2.362686e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    7.422458e-13    0.000000e+00 
	   energy              3.632091e-03    1.697950e-09    3.632091e-05 
	   displacement        4.932826e+00    6.468400e-05    2.363049e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    3.845904e-18    0.000000e+00 
	   energy              3.632091e-03    1.766651e-13    3.632091e-05 
	   displacement        4.932826e+00    3.908695e-07    2.362903e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.372768e-03   2.000000e-01
    maximum gap  :    1.581121e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.909369
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.489574e-04    8.749091e-14    0.000000e+00 
	   energy              3.632091e-03    2.955188e-10    3.632091e-05 
	   displacement        4.932826e+00    1.377671e-05    2.363556e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.262967e-03   2.000000e-01
    maximum gap  :    9.236255e-04       ***

------- converged at time : 0.909369

 ]0;(91%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0363674


===== beginning time step 40 : 0.945737 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    3.363730e-07    0.000000e+00 
	   energy              3.819224e-03    4.987225e-06    3.819224e-05 
	   displacement        5.177709e+00    5.177709e+00    5.177709e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    2.463536e-08    0.000000e+00 
	   energy              3.819224e-03    1.095601e-05    3.819224e-05 
	   displacement        5.177709e+00    1.067708e-01    6.000725e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    4.299286e-08    0.000000e+00 
	   energy              3.819224e-03    2.070762e-05    3.819224e-05 
	   displacement        5.177709e+00    3.019408e+00    1.429390e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    1.695463e-08    0.000000e+00 
	   energy              3.819224e-03    4.694066e-06    3.819224e-05 
	   displacement        5.177709e+00    2.145510e+00    2.398828e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    4.371788e-10    0.000000e+00 
	   energy              3.819224e-03    1.955490e-07    3.819224e-05 
	   displacement        5.177709e+00    3.586220e-02    2.484168e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    2.552223e-12    0.000000e+00 
	   energy              3.819224e-03    2.687949e-09    3.819224e-05 
	   displacement        5.177709e+00    1.035453e-04    2.485199e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    6.392074e-17    0.000000e+00 
	   energy              3.819224e-03    9.967008e-13    3.819224e-05 
	   displacement        5.177709e+00    6.311735e-07    2.485101e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.385837e-03   2.000000e-01
    maximum gap  :    1.469882e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 8
 Nonlinear solution status: time= 0.945737
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.618265e-04    9.776579e-14    0.000000e+00 
	   energy              3.819224e-03    2.965884e-10    3.819224e-05 
	   displacement        5.177709e+00    1.094174e-05    2.485972e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.286839e-03   2.000000e-01
    maximum gap  :    8.984652e-04       ***

------- converged at time : 0.945737

 ]0;(95%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0370939


===== beginning time step 41 : 0.982831 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    3.633854e-07    0.000000e+00 
	   energy              3.973016e-03    5.720184e-06    3.973016e-05 
	   displacement        5.388110e+00    5.388110e+00    5.388110e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    2.590596e-08    0.000000e+00 
	   energy              3.973016e-03    1.160359e-05    3.973016e-05 
	   displacement        5.388110e+00    1.114089e-01    6.245328e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    4.587533e-08    0.000000e+00 
	   energy              3.973016e-03    2.089026e-05    3.973016e-05 
	   displacement        5.388110e+00    3.072399e+00    1.474455e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    1.843947e-08    0.000000e+00 
	   energy              3.973016e-03    3.501296e-06    3.973016e-05 
	   displacement        5.388110e+00    2.454134e+00    2.541218e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    8.123711e-11    0.000000e+00 
	   energy              3.973016e-03    7.592439e-08    3.973016e-05 
	   displacement        5.388110e+00    5.463004e-03    2.583913e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    6.808525e-15    0.000000e+00 
	   energy              3.973016e-03    3.629316e-11    3.973016e-05 
	   displacement        5.388110e+00    1.124684e-05    2.585874e-05 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.403675e-03   2.000000e-01
    maximum gap  :    1.407818e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 0.982831
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.723879e-04    2.584599e-13    0.000000e+00 
	   energy              3.973016e-03    5.555857e-10    3.973016e-05 
	   displacement        5.388110e+00    1.210305e-05    2.586874e-05 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.300098e-03   2.000000e-01
    maximum gap  :    8.854527e-04       ***

------- converged at time : 0.982831

 ]0;(98%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0376751

MUST POINT CONTROLLER: adjusting time step. dt = 0.0171695


===== beginning time step 42 : 1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 1
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    2.915357e-08    0.000000e+00 
	   energy              8.626676e-04    7.975890e-08    8.626676e-06 
	   displacement        1.224749e+00    1.224749e+00    1.224749e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 2
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    5.324838e-09    0.000000e+00 
	   energy              8.626676e-04    2.399349e-06    8.626676e-06 
	   displacement        1.224749e+00    2.556861e-02    1.428537e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 3
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    6.030190e-09    0.000000e+00 
	   energy              8.626676e-04    3.722838e-06    8.626676e-06 
	   displacement        1.224749e+00    5.948289e-01    3.193365e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 4
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    1.014743e-09    0.000000e+00 
	   energy              8.626676e-04    5.030517e-07    8.626676e-06 
	   displacement        1.224749e+00    5.110690e-01    5.444061e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 5
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    1.353202e-11    0.000000e+00 
	   energy              8.626676e-04    5.071600e-09    8.626676e-06 
	   displacement        1.224749e+00    6.262174e-03    5.545465e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 6
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    1.169373e-15    0.000000e+00 
	   energy              8.626676e-04    7.787659e-12    8.626676e-06 
	   displacement        1.224749e+00    4.585261e-06    5.541425e-06 

........................ augmentation # 1
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.332324e-03   2.000000e-01
    maximum gap  :    1.169063e-03       ***
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 9066
	Nr of nonzeroes in stiffness matrix ....... : 396438

 7
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.837887e-05    1.962551e-15    0.000000e+00 
	   energy              8.626676e-04    1.385771e-11    8.626676e-06 
	   displacement        1.224749e+00    5.281196e-06    5.541904e-06 

........................ augmentation # 2
 sliding interface # 1
                        CURRENT        REQUIRED
    D multiplier :    3.328114e-03   2.000000e-01
    maximum gap  :    7.208943e-04       ***

------- converged at time : 1

 ]0;(100%) tempModel.feb - FEBio 2.9.0.0  

N O N L I N E A R   I T E R A T I O N   I N F O R M A T I O N

	Number of time steps completed .................... : 42

	Total number of equilibrium iterations ............ : 637

	Average number of equilibrium iterations .......... : 15.1667

	Total number of right hand evaluations ............ : 851

	Total number of stiffness reformations ............ : 651

	Time in linear solver: 0:01:14


 Elapsed time : 0:02:45


 N O R M A L   T E R M I N A T I O N

Waiting for log file...
Proceeding to check log file...04-Jun-2019 13:00:01
------- converged at time : 0.0290909
------- converged at time : 0.0594695
------- converged at time : 0.0917723
------- converged at time : 0.125615
------- converged at time : 0.158395
------- converged at time : 0.188354
------- converged at time : 0.219498
------- converged at time : 0.250642
------- converged at time : 0.282444
------- converged at time : 0.314532
------- converged at time : 0.325835
------- converged at time : 0.336477
------- converged at time : 0.346793
------- converged at time : 0.359311
------- converged at time : 0.373867
------- converged at time : 0.391426
------- converged at time : 0.41065
------- converged at time : 0.431415
------- converged at time : 0.453607
------- converged at time : 0.473781
------- converged at time : 0.489774
------- converged at time : 0.505766
------- converged at time : 0.519855
------- converged at time : 0.534853
------- converged at time : 0.550728
------- converged at time : 0.565665
------- converged at time : 0.58356
------- converged at time : 0.603094
------- converged at time : 0.624147
------- converged at time : 0.646605
------- converged at time : 0.671133
------- converged at time : 0.696205
------- converged at time : 0.720493
------- converged at time : 0.746636
------- converged at time : 0.77555
------- converged at time : 0.806681
------- converged at time : 0.839586
------- converged at time : 0.87391
------- converged at time : 0.909369
------- converged at time : 0.945737
------- converged at time : 0.982831
------- converged at time : 1
--- Done --- 04-Jun-2019 13:00:01

Import FEBio results

if 1%runFlag==1 %i.e. a succesful run
    % Importing nodal displacements from a log file
    [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements
    time_mat=[0; time_mat(:)]; %Time

    N_disp_mat=N_disp_mat(:,2:end,:);
    sizImport=size(N_disp_mat);
    sizImport(3)=sizImport(3)+1;
    N_disp_mat_n=zeros(sizImport);
    N_disp_mat_n(:,:,2:end)=N_disp_mat;
    N_disp_mat=N_disp_mat_n;
    DN=N_disp_mat(:,:,end);
    DN_magnitude=sqrt(sum(DN(:,3).^2,2));
    V_def=V+DN;
    V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]);
    X_DEF=V_DEF(:,1,:);
    Y_DEF=V_DEF(:,2,:);
    Z_DEF=V_DEF(:,3,:);
%     [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude);

Plotting the simulated results using anim8 to visualize and animate deformations

    % Create basic view and store graphics handle to initiate animation
    hf=cFigure; hold on;
    gtitle([febioFebFileNamePart,': Press play to animate']);
    hp1=gpatch(Fb_blob,V_def,DN_magnitude,'k',1); %Add graphics object to animate
    gpatch(F_tube,V_def,'kw','none',0.5); %Add graphics object to animate
%     gpatch(Fb_all,V,0.5*ones(1,3),'none',0.25); %A static graphics object

    axisGeom(gca,fontSize);
    colormap(gjet(250)); colorbar;
    caxis([0 max(DN_magnitude)]); caxis manual;
    axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]);
    camlight headlight;
    view(15,8);
    drawnow;
    % Set up animation features
    animStruct.Time=time_mat; %The time vector
    for qt=1:1:size(N_disp_mat,3) %Loop over time increments
        DN=N_disp_mat(:,:,qt); %Current displacement
        DN_magnitude=sqrt(sum(DN.^2,2)); %Current displacement magnitude
        V_def=V+DN; %Current nodal coordinates
%         [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude); %Current color data to use

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp1 hp1]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','CData'}; %Properties of objects to animate
        animStruct.Set{qt}={V_def,DN_magnitude}; %Property values for to set in order to animate
    end
    anim8(hf,animStruct); %Initiate animation feature
    caxis([0 max(DN_magnitude)]); caxis manual;
    drawnow;
end

GIBBON www.gibboncode.org

Kevin Mattheus Moerman, [email protected]

GIBBON footer text

License: https://github.com/gibbonCode/GIBBON/blob/master/LICENSE

GIBBON: The Geometry and Image-based Bioengineering add-On. A toolbox for image segmentation, image-based modeling, meshing, and finite element analysis.

Copyright (C) 2019 Kevin Mattheus Moerman

This program is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version.

This program is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details.

You should have received a copy of the GNU General Public License along with this program. If not, see http://www.gnu.org/licenses/.