DEMO_febio_0039_nut_bolt_ring

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');
stlPath=fullfile(defaultFolder,'data','STL');

% STL files for parts
fileName_1=fullfile(stlPath,'M3_nut.stl');
fileName_2=fullfile(stlPath,'M3_bolt.stl');

% 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

%Define prescribed rotation
prescribedRotation_Z=-(pi/4);
prescribedDisplacement_Z=-0.25;

%Material parameter set
c1=1e-3; %Shear-modulus-like parameter
m1=2; %Material parameter setting degree of non-linearity
k_factor=1e2; %Bulk modulus factor
k=c1*k_factor; %Bulk modulus
d=1e-9; %Density

% FEA control settings
numTimeSteps=15; %Number of time steps desired
max_refs=25; %Max reforms
max_ups=0; %Set to zero to use full-Newton iterations
opt_iter=20; %Optimum number of iterations
max_retries=5; %Maximum number of retires
dtmin=(1/numTimeSteps)/100; %Minimum time step size
dtmax=1/numTimeSteps; %Maximum time step size
symmetric_stiffness=0;
min_residual=1e-20;

%Contact parameters
contactPenalty=30;
laugon=0;
minaug=1;
maxaug=10;
fric_coeff=1;

Import STL file as patch data

[stlStruct] = import_STL(fileName_1);
F_nut=stlStruct.solidFaces{1}; %Faces
V_nut=stlStruct.solidVertices{1}; %Vertices
[F_nut,V_nut]=mergeVertices(F_nut,V_nut); % Merging nodes
V_nut=V_nut*10;
meanV1=mean(V_nut,1);
V_nut=V_nut-meanV1;
% V_nut(:,[1 2])=V_nut(:,[1 2]).*1.01;
V_nut=V_nut+meanV1;

[stlStruct] = import_STL(fileName_2);
F_bolt=stlStruct.solidFaces{1}; %Faces
V_bolt=stlStruct.solidVertices{1}; %Vertices
[F_bolt,V_bolt]=mergeVertices(F_bolt,V_bolt); % Merging nodes
V_bolt=V_bolt*10;

V_nut(:,3)=V_nut(:,3)+4.31-0.25;
pointSpacing=0.3;

r1=3;
n=round((2*pi*r1)/pointSpacing);
t=linspace(0,2*pi,n);t=t(1:end-1);
x=r1*cos(t);
y=r1*sin(t);
V1c=[x(:) y(:)];

r2=3.2/2;
n=round((2*pi*r2)/pointSpacing);
t=linspace(0,2*pi,n);t=t(1:end-1);
x=r2*cos(t);
y=r2*sin(t);
V2c=[x(:) y(:)];

[F1,V1]=regionTriMesh2D({V1c,V2c},pointSpacing,0,0);
F1=fliplr(F1);
V1(:,3)=0;
V1c(:,3)=0;
V2c(:,3)=0;

F2=F1;
F2=fliplr(F2);
V2=V1;
V2(:,3)=V2(:,3)+2;

V1c2=V1c;
V1c2(:,3)=V1c2(:,3)+2;

V2c2=V2c;
V2c2(:,3)=V2c2(:,3)+2;

cPar.closeLoopOpt=1;
cPar.patchType='tri';
[F3,V3]=polyLoftLinear(V1c,V1c2,cPar);
[F4,V4]=polyLoftLinear(V2c,V2c2,cPar);
F4=fliplr(F4);

[Fw,Vw,Cw]=joinElementSets({F1,F2,F3,F4},{V1,V2,V3,V4});
[Fw,Vw]=mergeVertices(Fw,Vw);

Mesh ring

[V_regions]=getInnerPoint(Fw,Vw); % Define region points
V_holes=[]; % Define hole points
[regionA]=tetVolMeanEst(Fw,Vw); %Volume for regular tets

stringOpt='-pq1.2AaY';

inputStruct.stringOpt=stringOpt;
inputStruct.Faces=Fw;
inputStruct.Nodes=Vw;
inputStruct.holePoints=V_holes;
inputStruct.faceBoundaryMarker=Cw; %Face boundary markers
inputStruct.regionPoints=V_regions; %region points
inputStruct.regionA=regionA*10;
inputStruct.minRegionMarker=2; %Minimum region marker

% Mesh model using tetrahedral elements using tetGen
[meshOutput]=runTetGen(inputStruct); %Run tetGen

% Access model element and patch data
Fwb=fliplr(meshOutput.facesBoundary);
Vw=meshOutput.nodes;
Cwb=meshOutput.boundaryMarker;
CE=meshOutput.elementMaterialID;
E=meshOutput.elements;

Vw(:,3)=Vw(:,3)+2;
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- TETGEN Tetrahedral meshing --- 04-Jun-2019 14:38:04
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- Writing SMESH file --- 04-Jun-2019 14:38:04
----> Adding node field
----> Adding facet field
----> Adding holes specification
----> Adding region specification
--- Done --- 04-Jun-2019 14:38:04
--- Running TetGen to mesh input boundary--- 04-Jun-2019 14:38:04
Opening /mnt/data/MATLAB/GIBBON/data/temp/temp.smesh.
Delaunizing vertices...
Delaunay seconds:  0.032816
Creating surface mesh ...
Surface mesh seconds:  0.002649
Recovering boundaries...
Boundary recovery seconds:  0.004669
Removing exterior tetrahedra ...
Spreading region attributes.
Exterior tets removal seconds:  0.000971
Recovering Delaunayness...
Delaunay recovery seconds:  0.001212
Refining mesh...
Refinement seconds:  0.009255
Optimizing mesh...
Optimization seconds:  0.000881

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:  0.010624
Total running seconds:  0.063192

Statistics:

  Input points: 1093
  Input facets: 2186
  Input segments: 3279
  Input holes: 0
  Input regions: 1

  Mesh points: 1406
  Mesh tetrahedra: 5050
  Mesh faces: 11193
  Mesh faces on exterior boundary: 2186
  Mesh faces on input facets: 2186
  Mesh edges on input segments: 3279
  Steiner points inside domain: 313

--- Done --- 04-Jun-2019 14:38:04
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- Importing TetGen files --- 04-Jun-2019 14:38:04
--- Done --- 04-Jun-2019 14:38:04

Visualizing mesh using meshView, see also anim8

meshView(meshOutput);

Join geometries

V=[Vw; V_nut; V_bolt];
F_nut=F_nut+size(Vw,1);
F_bolt=F_bolt+size(Vw,1)+size(V_nut,1);
R=euler2DCM([pi 0 0]);
V=V*R;

Visualize

cFigure; hold on;
gpatch(F_nut,V,'rw','k',1);
gpatch(F_bolt,V,'gw','k',1);
gpatch(Fwb,V,Cwb,'k',1);
patchNormPlot(F_bolt,V);
patchNormPlot(F_nut,V);
patchNormPlot(Fwb,V);
colormap(gjet(4)); icolorbar;
axisGeom;
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;
febio_spec.Control.min_residual=min_residual;

%Material section
febio_spec.Material.material{1}.ATTR.type='Ogden';
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}.k=k;

febio_spec.Material.material{2}.ATTR.type='rigid body';
febio_spec.Material.material{2}.ATTR.id=2;
febio_spec.Material.material{2}.density=1e-9;
febio_spec.Material.material{2}.center_of_mass=mean(V_nut,1);

febio_spec.Material.material{3}.ATTR.type='rigid body';
febio_spec.Material.material{3}.ATTR.id=3;
febio_spec.Material.material{3}.density=1e-9;
febio_spec.Material.material{3}.center_of_mass=mean(V_bolt,1);

%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='Washer'; %Name of the element set
febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E,1))'; %Element id's
febio_spec.Geometry.Elements{1}.elem.VAL=E;

febio_spec.Geometry.Elements{2}.ATTR.type='tri3'; %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='Nut'; %Name of the element set
febio_spec.Geometry.Elements{2}.elem.ATTR.id=((size(E,1)+1):1:(size(E,1)+size(F_nut,1)))'; %Element id's
febio_spec.Geometry.Elements{2}.elem.VAL=F_nut;

febio_spec.Geometry.Elements{3}.ATTR.type='tri3'; %Element type of this set
febio_spec.Geometry.Elements{3}.ATTR.mat=3; %material index for this set
febio_spec.Geometry.Elements{3}.ATTR.name='Bolt'; %Name of the element set
febio_spec.Geometry.Elements{3}.elem.ATTR.id=((size(E,1)+size(F_nut,1)+1):1:(size(E,1)+size(F_nut,1)+size(F_bolt,1)))'; %Element id's
febio_spec.Geometry.Elements{3}.elem.VAL=F_bolt;

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

% -> Surfaces
febio_spec.Geometry.Surface{1}.ATTR.name='contact1_master';
febio_spec.Geometry.Surface{1}.tri3.ATTR.lid=(1:1:size(F_bolt,1))';
febio_spec.Geometry.Surface{1}.tri3.VAL=F_bolt;

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

febio_spec.Geometry.Surface{3}.ATTR.name='contact2_master';
febio_spec.Geometry.Surface{3}.tri3.ATTR.lid=(1:1:size(F_nut,1))';
febio_spec.Geometry.Surface{3}.tri3.VAL=F_nut;

% -> Surface pairs
febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact1';
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;

febio_spec.Geometry.SurfacePair{2}.ATTR.name='Contact2';
febio_spec.Geometry.SurfacePair{2}.master.ATTR.surface=febio_spec.Geometry.Surface{3}.ATTR.name;
febio_spec.Geometry.SurfacePair{2}.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{2}.ATTR.bc='y';
% febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
% febio_spec.Boundary.fix{3}.ATTR.bc='z';
% febio_spec.Boundary.fix{3}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;

% -> 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';

febio_spec.Boundary.rigid_body{2}.ATTR.mat=3;
febio_spec.Boundary.rigid_body{2}.fixed{1}.ATTR.bc='x';
febio_spec.Boundary.rigid_body{2}.fixed{2}.ATTR.bc='y';
febio_spec.Boundary.rigid_body{2}.fixed{3}.ATTR.bc='z';
febio_spec.Boundary.rigid_body{2}.fixed{4}.ATTR.bc='Rx';
febio_spec.Boundary.rigid_body{2}.fixed{5}.ATTR.bc='Ry';

febio_spec.Boundary.rigid_body{2}.prescribed{1}.ATTR.bc='Rz';
febio_spec.Boundary.rigid_body{2}.prescribed{1}.ATTR.lc=1;
febio_spec.Boundary.rigid_body{2}.prescribed{1}.VAL=prescribedRotation_Z;
febio_spec.Boundary.rigid_body{2}.prescribed{2}.ATTR.bc='z';
febio_spec.Boundary.rigid_body{2}.prescribed{2}.ATTR.lc=1;
febio_spec.Boundary.rigid_body{2}.prescribed{2}.VAL=prescribedDisplacement_Z;

%Contact section
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=laugon;
febio_spec.Contact.contact{1}.tolerance=0.2;
febio_spec.Contact.contact{1}.gaptol=0;
febio_spec.Contact.contact{1}.minaug=minaug;
febio_spec.Contact.contact{1}.maxaug=maxaug;
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=fric_coeff;

febio_spec.Contact.contact{2}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{2}.ATTR.name;
febio_spec.Contact.contact{2}.ATTR.type='sliding-elastic';
febio_spec.Contact.contact{2}.two_pass=1;
febio_spec.Contact.contact{2}.laugon=laugon;
febio_spec.Contact.contact{2}.tolerance=0.2;
febio_spec.Contact.contact{2}.gaptol=0;
febio_spec.Contact.contact{2}.minaug=minaug;
febio_spec.Contact.contact{2}.maxaug=maxaug;
febio_spec.Contact.contact{2}.search_tol=0.01;
febio_spec.Contact.contact{2}.search_radius=0.1;
febio_spec.Contact.contact{2}.symmetric_stiffness=0;
febio_spec.Contact.contact{2}.auto_penalty=1;
febio_spec.Contact.contact{2}.penalty=contactPenalty;
febio_spec.Contact.contact{2}.fric_coeff=fric_coeff;


%LoadData section
febio_spec.LoadData.loadcurve{1}.ATTR.id=1;
febio_spec.LoadData.loadcurve{1}.ATTR.type='linear';
febio_spec.LoadData.loadcurve{1}.point.VAL=[0 0; 1 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 14:38:09
===========================================================================
         ________    _________   _________     __     _________            
        |        |\ |        |\ |        |\   |  |\  /         \\          
        |    ____|| |    ____|| |    __  ||   |__|| |    ___    ||         
        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||      |   ||      |   || | ||    __   |  ||    |  ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||      |   ||  |  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |__________|| |__||  \_________//          
                                                                           
      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!
 ]0;(0%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 1 : 0.0666667 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157816

 1
 Nonlinear solution status: time= 0.0666667
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.311235e-31    3.962328e-31    0.000000e+00 
	   energy              3.228459e-30    1.062221e-30    3.228459e-32 
	   displacement        8.392902e-28    8.392902e-28    8.392902e-34 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.0666667

 ]0;(7%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 2 : 0.133333 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 1
 Nonlinear solution status: time= 0.133333
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.962328e-31    1.710386e-04    0.000000e+00 
	   energy              4.384259e-30    7.117164e-18    4.384259e-32 
	   displacement        7.880912e-28    7.880912e-28    7.880912e-34 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 2
 Nonlinear solution status: time= 0.133333
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.710386e-04    2.756295e-16    0.000000e+00 
	   energy              7.117164e-18    2.786024e-09    7.117164e-20 
	   displacement        7.880912e-28    3.667034e-01    3.667034e-07 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 3
 Nonlinear solution status: time= 0.133333
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.756295e-16    5.774532e-17    0.000000e+00 
	   energy              2.786024e-09    3.592583e-15    2.786024e-11 
	   displacement        7.880912e-28    8.903127e-12    3.667057e-07 

------- converged at time : 0.133333

 ]0;(13%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 3 : 0.2 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 1
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.102806e-04    6.161894e-07    0.000000e+00 
	   energy              3.938698e-02    6.077846e-05    3.938698e-04 
	   displacement        2.404588e+01    2.404588e+01    2.404588e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 2
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.102806e-04    1.387338e-08    0.000000e+00 
	   energy              3.938698e-02    4.100126e-08    3.938698e-04 
	   displacement        2.404588e+01    7.678424e-03    2.398032e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 3
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.102806e-04    1.485644e-10    0.000000e+00 
	   energy              3.938698e-02    2.116375e-08    3.938698e-04 
	   displacement        2.404588e+01    3.923020e-04    2.399306e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 4
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.102806e-04    2.328503e-13    0.000000e+00 
	   energy              3.938698e-02    3.966869e-10    3.938698e-04 
	   displacement        2.404588e+01    3.626804e-03    2.409445e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 5
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 0.040447
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.102806e-04    2.160165e-13    0.000000e+00 
	   energy              3.938698e-02    2.421115e-10    3.938698e-04 
	   displacement        2.404588e+01    5.409819e-05    2.402292e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 6
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.102806e-04    4.340866e-16    0.000000e+00 
	   energy              3.938698e-02    3.897458e-12    3.938698e-04 
	   displacement        2.404588e+01    1.747156e-06    2.403554e-05 

------- converged at time : 0.2

 ]0;(20%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 4 : 0.266667 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 1
 Nonlinear solution status: time= 0.266667
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.694467e-03    6.161908e-07    0.000000e+00 
	   energy              5.776425e-02    6.077831e-05    5.776425e-04 
	   displacement        2.404589e+01    2.404589e+01    2.404589e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 2
 Nonlinear solution status: time= 0.266667
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.694467e-03    5.258517e-09    0.000000e+00 
	   energy              5.776425e-02    3.020753e-08    5.776425e-04 
	   displacement        2.404589e+01    7.699816e-03    2.398705e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 3
 Nonlinear solution status: time= 0.266667
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.694467e-03    1.082723e-10    0.000000e+00 
	   energy              5.776425e-02    2.740129e-08    5.776425e-04 
	   displacement        2.404589e+01    5.523993e-04    2.400541e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 4
 Nonlinear solution status: time= 0.266667
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.694467e-03    2.155819e-11    0.000000e+00 
	   energy              5.776425e-02    4.758452e-09    5.776425e-04 
	   displacement        2.404589e+01    3.215301e-03    2.407406e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 5
 Nonlinear solution status: time= 0.266667
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.694467e-03    5.016860e-14    0.000000e+00 
	   energy              5.776425e-02    1.367164e-10    5.776425e-04 
	   displacement        2.404589e+01    4.260409e-04    2.404948e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 6
 Nonlinear solution status: time= 0.266667
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.694467e-03    1.818356e-15    0.000000e+00 
	   energy              5.776425e-02    6.561389e-12    5.776425e-04 
	   displacement        2.404589e+01    1.990010e-06    2.404139e-05 

------- converged at time : 0.266667

 ]0;(27%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 5 : 0.333333 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 1
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    2.607997e-05    0.000000e+00 
	   energy              5.953662e-02    1.212557e-03    5.953662e-04 
	   displacement        2.404587e+01    2.404587e+01    2.404587e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 2
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    4.112371e-07    0.000000e+00 
	   energy              5.953662e-02    3.947131e-06    5.953662e-04 
	   displacement        2.404587e+01    2.155416e-02    2.391306e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 3
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.024495e-09    0.000000e+00 
	   energy              5.953662e-02    9.812353e-08    5.953662e-04 
	   displacement        2.404587e+01    6.899843e-04    2.393195e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 4
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.292770
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.556421e-09    0.000000e+00 
	   energy              5.953662e-02    2.358846e-08    5.953662e-04 
	   displacement        2.404587e+01    1.303315e-03    2.394742e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 5
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 5
	step from line search         = 0.266996
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.455551e-09    0.000000e+00 
	   energy              5.953662e-02    6.304573e-08    5.953662e-04 
	   displacement        2.404587e+01    8.216708e-04    2.393529e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 6
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 0.579569
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    7.665875e-10    0.000000e+00 
	   energy              5.953662e-02    2.265344e-08    5.953662e-04 
	   displacement        2.404587e+01    3.317672e-04    2.392308e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 7
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 7
	step from line search         = 0.320084
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    8.075085e-10    0.000000e+00 
	   energy              5.953662e-02    6.448341e-08    5.953662e-04 
	   displacement        2.404587e+01    2.237311e-04    2.393753e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 8
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.245216e-09    0.000000e+00 
	   energy              5.953662e-02    2.643565e-07    5.953662e-04 
	   displacement        2.404587e+01    9.086113e-04    2.385267e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 9
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 9
	step from line search         = 0.544048
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.304864e-09    0.000000e+00 
	   energy              5.953662e-02    3.026106e-07    5.953662e-04 
	   displacement        2.404587e+01    1.559783e-03    2.390883e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 10
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    3.732571e-09    0.000000e+00 
	   energy              5.953662e-02    6.477845e-07    5.953662e-04 
	   displacement        2.404587e+01    1.225861e-02    2.326216e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 11
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    8.737860e-09    0.000000e+00 
	   energy              5.953662e-02    3.461554e-06    5.953662e-04 
	   displacement        2.404587e+01    1.462773e-01    2.079027e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 12
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    4.877633e-09    0.000000e+00 
	   energy              5.953662e-02    6.503402e-07    5.953662e-04 
	   displacement        2.404587e+01    3.248573e-02    1.970759e-05 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 13
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 13
	step from line search         = 0.582325
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.488749e-09    0.000000e+00 
	   energy              5.953662e-02    2.866549e-07    5.953662e-04 
	   displacement        2.404587e+01    2.573335e-03    1.987442e-05 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 14
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    4.359025e-10    0.000000e+00 
	   energy              5.953662e-02    9.456265e-08    5.953662e-04 
	   displacement        2.404587e+01    4.513366e-04    1.982402e-05 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 15
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    3.050566e-10    0.000000e+00 
	   energy              5.953662e-02    7.414576e-08    5.953662e-04 
	   displacement        2.404587e+01    4.058707e-04    1.971423e-05 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 16
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    1.170162e-10    0.000000e+00 
	   energy              5.953662e-02    3.374146e-08    5.953662e-04 
	   displacement        2.404587e+01    3.802933e-04    1.966591e-05 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 17
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    8.439206e-11    0.000000e+00 
	   energy              5.953662e-02    2.554902e-08    5.953662e-04 
	   displacement        2.404587e+01    5.904802e-04    1.949055e-05 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 18
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    6.721140e-12    0.000000e+00 
	   energy              5.953662e-02    3.484059e-09    5.953662e-04 
	   displacement        2.404587e+01    1.091507e-04    1.943482e-05 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 19
 Nonlinear solution status: time= 0.333333
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 19
	step from line search         = 0.078730
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.833700e-03    5.719414e-12    0.000000e+00 
	   energy              5.953662e-02    1.686500e-11    5.953662e-04 
	   displacement        2.404587e+01    8.469055e-07    1.942854e-05 

------- converged at time : 0.333333

 ]0;(33%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 6 : 0.4 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 1
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    3.178250e-07    0.000000e+00 
	   energy              1.190686e-01    1.999312e-04    1.190686e-03 
	   displacement        9.308158e+00    9.308158e+00    9.308158e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 2
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    2.486057e-08    0.000000e+00 
	   energy              1.190686e-01    1.302696e-06    1.190686e-03 
	   displacement        9.308158e+00    1.354886e-03    9.261433e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 3
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    2.530164e-08    0.000000e+00 
	   energy              1.190686e-01    2.143650e-06    1.190686e-03 
	   displacement        9.308158e+00    9.504143e-03    9.010126e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 4
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    4.063936e-08    0.000000e+00 
	   energy              1.190686e-01    2.508178e-06    1.190686e-03 
	   displacement        9.308158e+00    6.367896e-02    8.727878e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 5
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    2.169047e-08    0.000000e+00 
	   energy              1.190686e-01    1.480255e-06    1.190686e-03 
	   displacement        9.308158e+00    9.856258e-02    7.912823e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 6
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    1.363873e-08    0.000000e+00 
	   energy              1.190686e-01    5.455245e-06    1.190686e-03 
	   displacement        9.308158e+00    2.969137e-01    5.325484e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157804

 7
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 0.049222
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    1.232934e-08    0.000000e+00 
	   energy              1.190686e-01    3.882871e-08    1.190686e-03 
	   displacement        9.308158e+00    3.388846e-04    5.245105e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157804

 8
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 8
	step from line search         = 0.321253
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    5.805103e-09    0.000000e+00 
	   energy              1.190686e-01    1.856253e-07    1.190686e-03 
	   displacement        9.308158e+00    1.493605e-02    4.726391e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157804

 9
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    3.764331e-10    0.000000e+00 
	   energy              1.190686e-01    1.963258e-07    1.190686e-03 
	   displacement        9.308158e+00    1.015595e-01    3.503645e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157828

 10
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    3.519939e-11    0.000000e+00 
	   energy              1.190686e-01    1.455231e-08    1.190686e-03 
	   displacement        9.308158e+00    1.224678e-02    3.828736e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 11
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 11
	step from line search         = 0.614520
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    6.665332e-12    0.000000e+00 
	   energy              1.190686e-01    5.609652e-09    1.190686e-03 
	   displacement        9.308158e+00    4.121992e-03    4.053255e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 12
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 12
	step from line search         = 0.153095
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    4.804951e-12    0.000000e+00 
	   energy              1.190686e-01    1.588013e-09    1.190686e-03 
	   displacement        9.308158e+00    4.744455e-04    4.131452e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 13
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 13
	step from line search         = 0.125654
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    3.694980e-12    0.000000e+00 
	   energy              1.190686e-01    1.318164e-09    1.190686e-03 
	   displacement        9.308158e+00    4.451478e-04    4.208131e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 14
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    2.989707e-12    0.000000e+00 
	   energy              1.190686e-01    2.327339e-10    1.190686e-03 
	   displacement        9.308158e+00    4.389882e-02    5.018137e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 15
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 15
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    1.008274e-11    0.000000e+00 
	   energy              1.190686e-01    7.340475e-09    1.190686e-03 
	   displacement        9.308158e+00    6.341625e-02    4.054432e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 16
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    3.583712e-13    0.000000e+00 
	   energy              1.190686e-01    1.064085e-09    1.190686e-03 
	   displacement        9.308158e+00    1.496811e-02    4.507050e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157840

 17
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 17
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    7.116475e-10    0.000000e+00 
	   energy              1.190686e-01    1.631052e-08    1.190686e-03 
	   displacement        9.308158e+00    7.013028e-01    8.406298e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157888

 18
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 18
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    2.752687e-06    0.000000e+00 
	   energy              1.190686e-01    7.377683e-04    1.190686e-03 
	   displacement        9.308158e+00    4.544633e+01    9.110871e-05 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 19
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 19
	step from line search         = 0.490601
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    2.640345e-06    0.000000e+00 
	   energy              1.190686e-01    2.234055e-04    1.190686e-03 
	   displacement        9.308158e+00    3.645046e+01    1.330247e-05 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 20
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 39
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    6.159728e-08    0.000000e+00 
	   energy              1.190686e-01    1.694337e-04    1.190686e-03 
	   displacement        9.308158e+00    3.079273e+00    2.595926e-05 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 21
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 42
	stiffness matrix reformations = 21
	step from line search         = 0.166490
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    4.858465e-08    0.000000e+00 
	   energy              1.190686e-01    1.120933e-04    1.190686e-03 
	   displacement        9.308158e+00    5.339642e+00    5.399927e-05 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 22
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 45
	stiffness matrix reformations = 22
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.711271e-03    6.162622e-05    0.000000e+00 
	   energy              1.190686e-01    6.801655e-03    1.190686e-03 
	   displacement        9.308158e+00    2.470354e+02    5.293752e-04 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157612

 23
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.4

Retrying time step. Retry attempt 1 of max 5


AUTO STEPPER: retry step, dt = 0.0555556


===== beginning time step 6 : 0.388889 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 1
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    1.758097e-07    0.000000e+00 
	   energy              8.267907e-02    1.404738e-04    8.267907e-04 
	   displacement        6.463585e+00    6.463585e+00    6.463585e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 2
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    1.771720e-08    0.000000e+00 
	   energy              8.267907e-02    9.375294e-07    8.267907e-04 
	   displacement        6.463585e+00    8.285507e-04    6.431584e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 3
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    1.688184e-08    0.000000e+00 
	   energy              8.267907e-02    1.419192e-06    8.267907e-04 
	   displacement        6.463585e+00    6.242368e-03    6.271876e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 4
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    3.371488e-08    0.000000e+00 
	   energy              8.267907e-02    2.496416e-06    8.267907e-04 
	   displacement        6.463585e+00    4.258612e-02    6.087768e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157888

 5
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    1.768868e-08    0.000000e+00 
	   energy              8.267907e-02    1.738185e-06    8.267907e-04 
	   displacement        6.463585e+00    6.464376e-02    5.638343e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 6
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    9.611820e-09    0.000000e+00 
	   energy              8.267907e-02    2.974705e-06    8.267907e-04 
	   displacement        6.463585e+00    1.677287e-01    4.043577e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157816

 7
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    2.845957e-09    0.000000e+00 
	   energy              8.267907e-02    2.215976e-07    8.267907e-04 
	   displacement        6.463585e+00    9.835788e-03    3.773062e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157816

 8
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.577714
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    7.918431e-10    0.000000e+00 
	   energy              8.267907e-02    2.155900e-08    8.267907e-04 
	   displacement        6.463585e+00    7.080907e-02    4.667616e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157816

 9
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 9
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    6.490899e-10    0.000000e+00 
	   energy              8.267907e-02    2.937115e-07    8.267907e-04 
	   displacement        6.463585e+00    2.301017e-01    2.947355e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157816

 10
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 10
	step from line search         = 0.440724
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    2.463605e-10    0.000000e+00 
	   energy              8.267907e-02    2.847094e-08    8.267907e-04 
	   displacement        6.463585e+00    1.635889e-02    3.335994e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157816

 11
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 11
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    3.664221e-08    0.000000e+00 
	   energy              8.267907e-02    8.266764e-05    8.267907e-04 
	   displacement        6.463585e+00    3.776704e+00    6.948739e-07 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157792

 12
 Nonlinear solution status: time= 0.388889
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 12
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.271442e-03    9.802964e-02    0.000000e+00 
	   energy              8.267907e-02    9.952840e+00    8.267907e-04 
	   displacement        6.463585e+00    3.355932e+04    3.346050e-02 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 152800

 13
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.388889

Retrying time step. Retry attempt 2 of max 5


AUTO STEPPER: retry step, dt = 0.0444444


===== beginning time step 6 : 0.377778 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 1
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    8.875784e-08    0.000000e+00 
	   energy              5.290746e-02    9.248116e-05    5.290746e-04 
	   displacement        4.136333e+00    4.136333e+00    4.136333e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 2
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.132493e-08    0.000000e+00 
	   energy              5.290746e-02    6.040098e-07    5.290746e-04 
	   displacement        4.136333e+00    4.816385e-04    4.114935e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 3
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.026334e-08    0.000000e+00 
	   energy              5.290746e-02    8.923653e-07    5.290746e-04 
	   displacement        4.136333e+00    3.764841e-03    4.025869e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157888

 4
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    2.167486e-08    0.000000e+00 
	   energy              5.290746e-02    1.756865e-06    5.290746e-04 
	   displacement        4.136333e+00    2.618479e-02    3.904623e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157876

 5
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    9.279443e-09    0.000000e+00 
	   energy              5.290746e-02    4.316016e-07    5.290746e-04 
	   displacement        4.136333e+00    3.839142e-02    3.649825e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 6
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    6.627215e-09    0.000000e+00 
	   energy              5.290746e-02    1.647124e-06    5.290746e-04 
	   displacement        4.136333e+00    5.402820e-02    3.171711e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 7
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 0.234699
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    3.948424e-09    0.000000e+00 
	   energy              5.290746e-02    2.290818e-09    5.290746e-04 
	   displacement        4.136333e+00    2.785494e-03    3.249509e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157852

 8
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.293525e-09    0.000000e+00 
	   energy              5.290746e-02    5.114249e-07    5.290746e-04 
	   displacement        4.136333e+00    2.750253e-01    5.070789e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 9
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.954134e-10    0.000000e+00 
	   energy              5.290746e-02    2.153885e-08    5.290746e-04 
	   displacement        4.136333e+00    5.271846e-03    5.341602e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 10
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.203400e-13    0.000000e+00 
	   energy              5.290746e-02    6.577684e-11    5.290746e-04 
	   displacement        4.136333e+00    4.903805e-04    5.243928e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 11
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.030789e-15    0.000000e+00 
	   energy              5.290746e-02    2.241037e-12    5.290746e-04 
	   displacement        4.136333e+00    1.966482e-05    5.224682e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 12
 Nonlinear solution status: time= 0.377778
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.093459e-03    1.479357e-19    0.000000e+00 
	   energy              5.290746e-02    1.520010e-14    5.290746e-04 
	   displacement        4.136333e+00    1.202624e-08    5.224797e-06 

------- converged at time : 0.377778

 ]0;(38%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0488889


===== beginning time step 7 : 0.426667 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 1
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    1.239000e-07    0.000000e+00 
	   energy              6.639939e-02    1.463469e-04    6.639939e-04 
	   displacement        5.001315e+00    5.001315e+00    5.001315e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 2
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    1.522092e-08    0.000000e+00 
	   energy              6.639939e-02    8.033208e-07    6.639939e-04 
	   displacement        5.001315e+00    6.090454e-04    4.978206e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 3
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    1.462928e-08    0.000000e+00 
	   energy              6.639939e-02    1.030549e-06    6.639939e-04 
	   displacement        5.001315e+00    3.407367e-03    4.883835e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 4
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    1.561373e-08    0.000000e+00 
	   energy              6.639939e-02    7.540973e-07    6.639939e-04 
	   displacement        5.001315e+00    2.020821e-02    4.752301e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 5
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    1.453935e-08    0.000000e+00 
	   energy              6.639939e-02    1.420537e-06    6.639939e-04 
	   displacement        5.001315e+00    5.557765e-02    4.525191e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 6
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    7.453597e-09    0.000000e+00 
	   energy              6.639939e-02    9.222660e-07    6.639939e-04 
	   displacement        5.001315e+00    3.617326e-02    3.974013e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 7
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    1.512650e-09    0.000000e+00 
	   energy              6.639939e-02    6.569806e-07    6.639939e-04 
	   displacement        5.001315e+00    4.815873e-02    3.340237e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 8
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    8.099359e-07    0.000000e+00 
	   energy              6.639939e-02    4.366802e-04    6.639939e-04 
	   displacement        5.001315e+00    2.223409e+01    9.703243e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157792

 9
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 0.274963
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    2.656167e-06    0.000000e+00 
	   energy              6.639939e-02    4.581767e-04    6.639939e-04 
	   displacement        5.001315e+00    3.825616e+01    1.052077e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157756

 10
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 0.462886
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    8.552952e-07    0.000000e+00 
	   energy              6.639939e-02    5.652371e-06    6.639939e-04 
	   displacement        5.001315e+00    2.369040e+00    4.394363e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 11
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    3.770067e-08    0.000000e+00 
	   energy              6.639939e-02    8.723566e-05    6.639939e-04 
	   displacement        5.001315e+00    1.355084e+00    9.387608e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 12
 Nonlinear solution status: time= 0.426667
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.722553e-03    5.426517e-04    0.000000e+00 
	   energy              6.639939e-02    5.006748e-02    6.639939e-04 
	   displacement        5.001315e+00    6.856659e+02    8.312948e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 156652

 13
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.426667

Retrying time step. Retry attempt 1 of max 5


AUTO STEPPER: retry step, dt = 0.0407407


===== beginning time step 7 : 0.418519 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157864

 1
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    7.660211e-08    0.000000e+00 
	   energy              4.609514e-02    1.088095e-04    4.609514e-04 
	   displacement        3.472057e+00    3.472057e+00    3.472057e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 2
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    1.061979e-08    0.000000e+00 
	   energy              4.609514e-02    5.733859e-07    4.609514e-04 
	   displacement        3.472057e+00    4.080586e-04    3.455724e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 3
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    9.760451e-09    0.000000e+00 
	   energy              4.609514e-02    6.902664e-07    4.609514e-04 
	   displacement        3.472057e+00    2.152719e-03    3.408527e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 4
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    1.224701e-08    0.000000e+00 
	   energy              4.609514e-02    1.065865e-07    4.609514e-04 
	   displacement        3.472057e+00    1.431769e-02    3.315379e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 5
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    9.357953e-09    0.000000e+00 
	   energy              4.609514e-02    4.598884e-07    4.609514e-04 
	   displacement        3.472057e+00    3.467924e-02    3.193825e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 6
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    4.936746e-09    0.000000e+00 
	   energy              4.609514e-02    3.602567e-07    4.609514e-04 
	   displacement        3.472057e+00    2.023084e-02    2.881629e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 7
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    1.143979e-09    0.000000e+00 
	   energy              4.609514e-02    5.036202e-07    4.609514e-04 
	   displacement        3.472057e+00    6.363592e-02    2.170418e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 8
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    2.516458e-07    0.000000e+00 
	   energy              4.609514e-02    2.533244e-04    4.609514e-04 
	   displacement        3.472057e+00    1.168853e+01    2.302013e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 9
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 0.049988
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    5.186765e-07    0.000000e+00 
	   energy              4.609514e-02    3.868766e-05    4.609514e-04 
	   displacement        3.472057e+00    9.625665e+00    3.106162e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 10
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    5.150614e-09    0.000000e+00 
	   energy              4.609514e-02    4.063161e-06    4.609514e-04 
	   displacement        3.472057e+00    1.408600e-01    4.080224e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 11
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 0.215977
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    3.117647e-09    0.000000e+00 
	   energy              4.609514e-02    2.942803e-07    4.609514e-04 
	   displacement        3.472057e+00    1.676218e-02    4.545980e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 12
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    1.713461e-09    0.000000e+00 
	   energy              4.609514e-02    5.235531e-07    4.609514e-04 
	   displacement        3.472057e+00    1.348257e-02    4.783409e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 13
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    5.380941e-10    0.000000e+00 
	   energy              4.609514e-02    7.151501e-08    4.609514e-04 
	   displacement        3.472057e+00    5.079504e-03    4.499264e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 14
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    2.400227e-10    0.000000e+00 
	   energy              4.609514e-02    5.392741e-08    4.609514e-04 
	   displacement        3.472057e+00    1.384778e-03    4.603780e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 15
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 15
	step from line search         = 0.605778
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    1.219434e-10    0.000000e+00 
	   energy              4.609514e-02    1.813704e-08    4.609514e-04 
	   displacement        3.472057e+00    7.255462e-04    4.500874e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 16
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    5.862791e-12    0.000000e+00 
	   energy              4.609514e-02    3.976676e-09    4.609514e-04 
	   displacement        3.472057e+00    2.449697e-04    4.449482e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 17
 Nonlinear solution status: time= 0.418519
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 17
	step from line search         = 0.095370
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.890070e-03    4.843406e-12    0.000000e+00 
	   energy              4.609514e-02    5.614156e-10    4.609514e-04 
	   displacement        3.472057e+00    4.243215e-06    4.441424e-06 

------- converged at time : 0.418519

 ]0;(42%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0429354


===== beginning time step 8 : 0.461454 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 1
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.007741e-07    0.000000e+00 
	   energy              5.023851e-02    1.494372e-04    5.023851e-04 
	   displacement        3.855756e+00    3.855756e+00    3.855756e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 2
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.358536e-08    0.000000e+00 
	   energy              5.023851e-02    7.476362e-07    5.023851e-04 
	   displacement        3.855756e+00    5.583827e-04    3.832836e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 3
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.174003e-08    0.000000e+00 
	   energy              5.023851e-02    7.824325e-07    5.023851e-04 
	   displacement        3.855756e+00    1.349734e-03    3.775540e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 4
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.149679e-08    0.000000e+00 
	   energy              5.023851e-02    8.233445e-07    5.023851e-04 
	   displacement        3.855756e+00    1.355951e-02    3.690156e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 5
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.261643e-08    0.000000e+00 
	   energy              5.023851e-02    1.682487e-07    5.023851e-04 
	   displacement        3.855756e+00    2.845486e-02    3.492967e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 6
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    5.305980e-09    0.000000e+00 
	   energy              5.023851e-02    2.256655e-07    5.023851e-04 
	   displacement        3.855756e+00    2.338265e-02    3.329210e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 7
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.392775e-09    0.000000e+00 
	   energy              5.023851e-02    2.641677e-07    5.023851e-04 
	   displacement        3.855756e+00    5.055629e-02    2.644077e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 8
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.514456
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.053135e-09    0.000000e+00 
	   energy              5.023851e-02    5.817743e-08    5.023851e-04 
	   displacement        3.855756e+00    2.820733e-02    3.083197e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 9
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    7.481100e-10    0.000000e+00 
	   energy              5.023851e-02    2.922553e-07    5.023851e-04 
	   displacement        3.855756e+00    2.448579e-01    4.928262e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 10
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    6.404235e-11    0.000000e+00 
	   energy              5.023851e-02    1.887709e-09    5.023851e-04 
	   displacement        3.855756e+00    7.820323e-04    4.865444e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 11
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 11
	step from line search         = 0.530305
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    1.515000e-11    0.000000e+00 
	   energy              5.023851e-02    7.465305e-10    5.023851e-04 
	   displacement        3.855756e+00    3.139039e-04    4.790583e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 12
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 0.205795
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    9.660980e-12    0.000000e+00 
	   energy              5.023851e-02    1.820154e-10    5.023851e-04 
	   displacement        3.855756e+00    2.588548e-05    4.769153e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 13
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 13
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    2.288370e-11    0.000000e+00 
	   energy              5.023851e-02    1.476594e-09    5.023851e-04 
	   displacement        3.855756e+00    1.153782e-04    4.724081e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 14
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    7.076921e-14    0.000000e+00 
	   energy              5.023851e-02    1.232640e-10    5.023851e-04 
	   displacement        3.855756e+00    1.784715e-04    4.668512e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 15
 Nonlinear solution status: time= 0.461454
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.045230e-03    4.929611e-16    0.000000e+00 
	   energy              5.023851e-02    3.095620e-12    5.023851e-04 
	   displacement        3.855756e+00    1.213227e-06    4.664424e-06 

------- converged at time : 0.461454

 ]0;(46%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0466067


===== beginning time step 9 : 0.508061 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 1
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.415418e-07    0.000000e+00 
	   energy              5.964465e-02    2.051175e-04    5.964465e-04 
	   displacement        4.552278e+00    4.552278e+00    4.552278e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158032

 2
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.793563e-08    0.000000e+00 
	   energy              5.964465e-02    9.608862e-07    5.964465e-04 
	   displacement        4.552278e+00    7.774597e-04    4.524125e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158032

 3
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.519020e-08    0.000000e+00 
	   energy              5.964465e-02    9.456788e-07    5.964465e-04 
	   displacement        4.552278e+00    1.263384e-03    4.450171e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158068

 4
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.337788e-08    0.000000e+00 
	   energy              5.964465e-02    1.502913e-06    5.964465e-04 
	   displacement        4.552278e+00    1.502842e-02    4.358208e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157996

 5
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.385471e-08    0.000000e+00 
	   energy              5.964465e-02    2.653627e-07    5.964465e-04 
	   displacement        4.552278e+00    3.043171e-02    4.079448e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158068

 6
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    7.209677e-09    0.000000e+00 
	   energy              5.964465e-02    5.548547e-07    5.964465e-04 
	   displacement        4.552278e+00    2.746148e-02    3.867419e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157996

 7
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    2.192495e-09    0.000000e+00 
	   energy              5.964465e-02    1.860577e-07    5.964465e-04 
	   displacement        4.552278e+00    4.082906e-02    3.201416e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 8
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    2.325521e-09    0.000000e+00 
	   energy              5.964465e-02    6.623089e-07    5.964465e-04 
	   displacement        4.552278e+00    1.257520e-02    2.975166e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 9
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    7.652578e-09    0.000000e+00 
	   energy              5.964465e-02    7.239100e-07    5.964465e-04 
	   displacement        4.552278e+00    5.870362e-01    5.979923e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158068

 10
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.192714e-09    0.000000e+00 
	   energy              5.964465e-02    1.040310e-07    5.964465e-04 
	   displacement        4.552278e+00    9.849395e-03    5.767353e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 11
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 0.452667
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    3.720717e-10    0.000000e+00 
	   energy              5.964465e-02    4.580443e-10    5.964465e-04 
	   displacement        4.552278e+00    4.312998e-04    5.675410e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 12
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 12
	step from line search         = 0.486034
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.088171e-10    0.000000e+00 
	   energy              5.964465e-02    4.783367e-10    5.964465e-04 
	   displacement        4.552278e+00    2.782202e-04    5.601065e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 13
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 13
	step from line search         = 0.100543
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    8.880879e-11    0.000000e+00 
	   energy              5.964465e-02    5.142445e-12    5.964465e-04 
	   displacement        4.552278e+00    9.453881e-06    5.587167e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 14
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 14
	step from line search         = 0.114759
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    7.036651e-11    0.000000e+00 
	   energy              5.964465e-02    1.001126e-11    5.964465e-04 
	   displacement        4.552278e+00    1.204622e-05    5.571472e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 15
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 15
	step from line search         = 0.119187
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    5.527804e-11    0.000000e+00 
	   energy              5.964465e-02    1.447961e-11    5.964465e-04 
	   displacement        4.552278e+00    1.251650e-05    5.555473e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 16
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 16
	step from line search         = 0.118324
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    4.352613e-11    0.000000e+00 
	   energy              5.964465e-02    1.365423e-11    5.964465e-04 
	   displacement        4.552278e+00    1.169956e-05    5.540008e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 17
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 17
	step from line search         = 0.111989
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    3.475947e-11    0.000000e+00 
	   energy              5.964465e-02    1.178785e-11    5.964465e-04 
	   displacement        4.552278e+00    9.792123e-06    5.525866e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 18
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 18
	step from line search         = 0.103112
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    2.829933e-11    0.000000e+00 
	   energy              5.964465e-02    9.827477e-12    5.964465e-04 
	   displacement        4.552278e+00    7.678848e-06    5.513352e-06 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 19
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 19
	step from line search         = 0.094690
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    2.345878e-11    0.000000e+00 
	   energy              5.964465e-02    6.873790e-12    5.964465e-04 
	   displacement        4.552278e+00    5.967377e-06    5.502328e-06 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 20
 Nonlinear solution status: time= 0.508061
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 20
	step from line search         = 0.082699
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.453982e-03    1.993968e-11    0.000000e+00 
	   energy              5.964465e-02    4.255901e-12    5.964465e-04 
	   displacement        4.552278e+00    4.179335e-06    5.493109e-06 

------- converged at time : 0.508061

 ]0;(51%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 10 : 0.554667 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 1
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.696516e-07    0.000000e+00 
	   energy              5.909422e-02    2.477828e-04    5.909422e-04 
	   displacement        4.557562e+00    4.557562e+00    4.557562e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158140

 2
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.988104e-08    0.000000e+00 
	   energy              5.909422e-02    1.115243e-06    5.909422e-04 
	   displacement        4.557562e+00    1.112759e-03    4.519211e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158140

 3
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.655362e-08    0.000000e+00 
	   energy              5.909422e-02    9.554229e-07    5.909422e-04 
	   displacement        4.557562e+00    9.823072e-04    4.469645e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158140

 4
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.399296e-08    0.000000e+00 
	   energy              5.909422e-02    1.201173e-06    5.909422e-04 
	   displacement        4.557562e+00    1.146601e-02    4.381152e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158140

 5
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.355636e-08    0.000000e+00 
	   energy              5.909422e-02    1.259973e-07    5.909422e-04 
	   displacement        4.557562e+00    3.527705e-02    4.192361e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158092

 6
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    5.891075e-09    0.000000e+00 
	   energy              5.909422e-02    3.273191e-07    5.909422e-04 
	   displacement        4.557562e+00    2.231289e-02    4.037227e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158116

 7
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.745898e-09    0.000000e+00 
	   energy              5.909422e-02    3.453720e-07    5.909422e-04 
	   displacement        4.557562e+00    1.072493e-02    3.730382e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158116

 8
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.304305e-09    0.000000e+00 
	   energy              5.909422e-02    1.982557e-07    5.909422e-04 
	   displacement        4.557562e+00    1.969867e-02    3.393110e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158128

 9
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 0.428593
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    4.849655e-10    0.000000e+00 
	   energy              5.909422e-02    4.435847e-08    5.909422e-04 
	   displacement        4.557562e+00    6.398472e-02    4.298806e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 10
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 0.016467
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    4.693907e-10    0.000000e+00 
	   energy              5.909422e-02    1.887832e-09    5.909422e-04 
	   displacement        4.557562e+00    2.075845e-05    4.316459e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 11
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 11
	step from line search         = 0.016296
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    4.544683e-10    0.000000e+00 
	   energy              5.909422e-02    1.816366e-09    5.909422e-04 
	   displacement        4.557562e+00    1.931908e-05    4.333528e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 12
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 12
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    2.058503e-10    0.000000e+00 
	   energy              5.909422e-02    5.881984e-08    5.909422e-04 
	   displacement        4.557562e+00    1.728679e-02    4.861909e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 13
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 13
	step from line search         = 0.173337
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.422869e-10    0.000000e+00 
	   energy              5.909422e-02    8.873596e-09    5.909422e-04 
	   displacement        4.557562e+00    1.670274e-04    4.914830e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 14
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 14
	step from line search         = 0.149799
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.035706e-10    0.000000e+00 
	   energy              5.909422e-02    5.421679e-09    5.909422e-04 
	   displacement        4.557562e+00    7.910105e-05    4.951374e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 15
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 15
	step from line search         = 0.131393
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    7.860368e-11    0.000000e+00 
	   energy              5.909422e-02    3.522472e-09    5.909422e-04 
	   displacement        4.557562e+00    4.150332e-05    4.977897e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 16
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 16
	step from line search         = 0.116902
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    6.163014e-11    0.000000e+00 
	   energy              5.909422e-02    2.410713e-09    5.909422e-04 
	   displacement        4.557562e+00    2.368359e-05    4.997957e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 17
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 17
	step from line search         = 0.105730
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    4.960121e-11    0.000000e+00 
	   energy              5.909422e-02    1.730994e-09    5.909422e-04 
	   displacement        4.557562e+00    1.454065e-05    5.013690e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 18
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 43
	stiffness matrix reformations = 18
	step from line search         = 0.096317
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    4.068426e-11    0.000000e+00 
	   energy              5.909422e-02    1.281316e-09    5.909422e-04 
	   displacement        4.557562e+00    9.338605e-06    5.026305e-06 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158128

 19
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 47
	stiffness matrix reformations = 19
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.776195e-09    0.000000e+00 
	   energy              5.909422e-02    2.984998e-08    5.909422e-04 
	   displacement        4.557562e+00    1.999203e-04    5.084861e-06 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158128

 20
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 48
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.644916e-10    0.000000e+00 
	   energy              5.909422e-02    2.333891e-08    5.909422e-04 
	   displacement        4.557562e+00    2.467367e-04    5.141119e-06 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158128

 21
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 50
	stiffness matrix reformations = 21
	step from line search         = 0.483359
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    4.464051e-11    0.000000e+00 
	   energy              5.909422e-02    6.215184e-09    5.909422e-04 
	   displacement        4.557562e+00    6.776695e-06    5.135938e-06 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158128

 22
 Nonlinear solution status: time= 0.554667
	stiffness updates             = 0
	right hand side evaluations   = 56
	stiffness matrix reformations = 22
	step from line search         = 0.052559
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.417967e-03    1.577058e-10    0.000000e+00 
	   energy              5.909422e-02    7.834258e-10    5.909422e-04 
	   displacement        4.557562e+00    2.344624e-08    5.135623e-06 

------- converged at time : 0.554667

 ]0;(55%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0444687


===== beginning time step 11 : 0.599136 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158128

 1
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    1.904823e-07    0.000000e+00 
	   energy              5.351483e-02    2.724968e-04    5.351483e-04 
	   displacement        4.152762e+00    4.152762e+00    4.152762e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158032

 2
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    2.085826e-08    0.000000e+00 
	   energy              5.351483e-02    1.247227e-06    5.351483e-04 
	   displacement        4.152762e+00    1.138660e-03    4.114342e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158032

 3
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    1.544056e-08    0.000000e+00 
	   energy              5.351483e-02    8.762414e-07    5.351483e-04 
	   displacement        4.152762e+00    8.974292e-04    4.076058e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158032

 4
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    1.099659e-08    0.000000e+00 
	   energy              5.351483e-02    1.025950e-06    5.351483e-04 
	   displacement        4.152762e+00    6.765515e-03    3.990887e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158044

 5
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    9.768068e-09    0.000000e+00 
	   energy              5.351483e-02    7.525135e-07    5.351483e-04 
	   displacement        4.152762e+00    2.898433e-02    3.872613e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157996

 6
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    3.799516e-09    0.000000e+00 
	   energy              5.351483e-02    2.218165e-07    5.351483e-04 
	   displacement        4.152762e+00    1.839523e-02    3.739202e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157996

 7
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    1.206357e-09    0.000000e+00 
	   energy              5.351483e-02    2.941577e-07    5.351483e-04 
	   displacement        4.152762e+00    6.606977e-03    3.539912e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 8
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    2.298534e-09    0.000000e+00 
	   energy              5.351483e-02    1.632704e-07    5.351483e-04 
	   displacement        4.152762e+00    1.784181e-02    3.614772e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 9
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    9.695126e-10    0.000000e+00 
	   energy              5.351483e-02    3.326364e-07    5.351483e-04 
	   displacement        4.152762e+00    1.005879e-01    4.738940e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 10
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    1.074856e-09    0.000000e+00 
	   energy              5.351483e-02    1.311374e-07    5.351483e-04 
	   displacement        4.152762e+00    1.186128e-03    4.637751e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 11
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    4.824037e-10    0.000000e+00 
	   energy              5.351483e-02    4.355280e-08    5.351483e-04 
	   displacement        4.152762e+00    1.874722e-04    4.588924e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 12
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 0.357719
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    1.416131e-10    0.000000e+00 
	   energy              5.351483e-02    1.609535e-08    5.351483e-04 
	   displacement        4.152762e+00    9.149989e-06    4.586492e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 13
 Nonlinear solution status: time= 0.599136
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 0.118688
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.205223e-03    9.302702e-11    0.000000e+00 
	   energy              5.351483e-02    5.346124e-10    5.351483e-04 
	   displacement        4.152762e+00    1.457251e-07    4.585660e-06 

------- converged at time : 0.599136

 ]0;(60%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0489083


===== beginning time step 12 : 0.648044 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 1
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    2.640870e-07    0.000000e+00 
	   energy              6.476383e-02    3.534816e-04    6.476383e-04 
	   displacement        5.030500e+00    5.030500e+00    5.030500e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 2
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    2.673032e-08    0.000000e+00 
	   energy              6.476383e-02    1.606128e-06    6.476383e-04 
	   displacement        5.030500e+00    1.432763e-03    4.985968e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 3
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    2.006902e-08    0.000000e+00 
	   energy              6.476383e-02    1.093224e-06    6.476383e-04 
	   displacement        5.030500e+00    9.343737e-04    4.936770e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157900

 4
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    1.550093e-08    0.000000e+00 
	   energy              6.476383e-02    9.216366e-07    6.476383e-04 
	   displacement        5.030500e+00    5.803675e-03    4.857509e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157912

 5
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    1.813184e-08    0.000000e+00 
	   energy              6.476383e-02    3.595636e-07    6.476383e-04 
	   displacement        5.030500e+00    2.808349e-02    4.693967e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157924

 6
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    6.489294e-09    0.000000e+00 
	   energy              6.476383e-02    3.580256e-07    6.476383e-04 
	   displacement        5.030500e+00    2.326138e-02    4.553470e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 7
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    6.543711e-09    0.000000e+00 
	   energy              6.476383e-02    5.950893e-08    6.476383e-04 
	   displacement        5.030500e+00    9.056108e-03    4.253172e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 8
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    2.653019e-09    0.000000e+00 
	   energy              6.476383e-02    8.126806e-09    6.476383e-04 
	   displacement        5.030500e+00    1.085677e-02    4.224008e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 9
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    1.137174e-09    0.000000e+00 
	   energy              6.476383e-02    1.283061e-08    6.476383e-04 
	   displacement        5.030500e+00    4.266993e-02    4.905862e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 10
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    7.019029e-10    0.000000e+00 
	   energy              6.476383e-02    1.353456e-07    6.476383e-04 
	   displacement        5.030500e+00    1.812915e-02    5.441157e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 11
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    7.504131e-13    0.000000e+00 
	   energy              6.476383e-02    3.699210e-10    6.476383e-04 
	   displacement        5.030500e+00    8.130791e-04    5.323687e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 12
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    5.926704e-14    0.000000e+00 
	   energy              6.476383e-02    4.983550e-11    6.476383e-04 
	   displacement        5.030500e+00    2.321842e-05    5.302304e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 13
 Nonlinear solution status: time= 0.648044
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.684393e-03    1.422054e-16    0.000000e+00 
	   energy              6.476383e-02    8.179967e-13    6.476383e-04 
	   displacement        5.030500e+00    8.788634e-08    5.302274e-06 

------- converged at time : 0.648044

 ]0;(65%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.05246


===== beginning time step 13 : 0.700504 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 1
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    3.542264e-07    0.000000e+00 
	   energy              7.356531e-02    4.434067e-04    7.356531e-04 
	   displacement        5.795055e+00    5.795055e+00    5.795055e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 2
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    3.413475e-08    0.000000e+00 
	   energy              7.356531e-02    2.006906e-06    7.356531e-04 
	   displacement        5.795055e+00    1.943253e-03    5.738489e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158188

 3
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    2.407471e-08    0.000000e+00 
	   energy              7.356531e-02    1.255759e-06    7.356531e-04 
	   displacement        5.795055e+00    9.022028e-04    5.676425e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158200

 4
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    2.023537e-08    0.000000e+00 
	   energy              7.356531e-02    9.844728e-07    7.356531e-04 
	   displacement        5.795055e+00    3.793240e-03    5.571370e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158200

 5
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    2.003655e-08    0.000000e+00 
	   energy              7.356531e-02    7.361086e-07    7.356531e-04 
	   displacement        5.795055e+00    2.480611e-02    5.452512e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 6
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    1.064765e-08    0.000000e+00 
	   energy              7.356531e-02    3.746087e-07    7.356531e-04 
	   displacement        5.795055e+00    3.100066e-02    5.276407e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 7
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    3.476413e-09    0.000000e+00 
	   energy              7.356531e-02    4.084594e-07    7.356531e-04 
	   displacement        5.795055e+00    7.095154e-03    5.139900e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 8
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    1.665480e-09    0.000000e+00 
	   energy              7.356531e-02    1.920044e-09    7.356531e-04 
	   displacement        5.795055e+00    3.077505e-03    5.077005e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 9
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    3.329145e-10    0.000000e+00 
	   energy              7.356531e-02    9.432371e-09    7.356531e-04 
	   displacement        5.795055e+00    3.414322e-02    5.645245e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158176

 10
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    1.182717e-09    0.000000e+00 
	   energy              7.356531e-02    3.274561e-08    7.356531e-04 
	   displacement        5.795055e+00    6.909620e-03    5.983063e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 11
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 0.334271
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    6.596678e-10    0.000000e+00 
	   energy              7.356531e-02    4.236192e-08    7.356531e-04 
	   displacement        5.795055e+00    3.397957e-05    5.977821e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 12
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    3.155495e-13    0.000000e+00 
	   energy              7.356531e-02    1.572845e-11    7.356531e-04 
	   displacement        5.795055e+00    1.552790e-04    5.928326e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 13
 Nonlinear solution status: time= 0.700504
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.054318e-03    9.099509e-10    0.000000e+00 
	   energy              7.356531e-02    2.454990e-09    7.356531e-04 
	   displacement        5.795055e+00    6.482409e-07    5.929965e-06 

------- converged at time : 0.700504

 ]0;(70%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0553013


===== beginning time step 14 : 0.755806 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158212

 1
 Nonlinear solution status: time= 0.755806
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.338796e-03    4.694677e-07    0.000000e+00 
	   energy              8.078122e-02    5.441081e-04    8.078122e-04 
	   displacement        6.450969e+00    6.450969e+00    6.450969e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158260

 2
 Nonlinear solution status: time= 0.755806
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.338796e-03    4.614414e-08    0.000000e+00 
	   energy              8.078122e-02    2.558180e-06    8.078122e-04 
	   displacement        6.450969e+00    3.001104e-03    6.368241e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 3
 Nonlinear solution status: time= 0.755806
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.338796e-03    3.879440e-08    0.000000e+00 
	   energy              8.078122e-02    9.769527e-07    8.078122e-04 
	   displacement        6.450969e+00    1.492479e-03    6.292409e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 4
 Nonlinear solution status: time= 0.755806
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.338796e-03    4.234591e-08    0.000000e+00 
	   energy              8.078122e-02    1.418062e-06    8.078122e-04 
	   displacement        6.450969e+00    4.629078e-03    6.197912e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 5
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.755806

Retrying time step. Retry attempt 1 of max 5


AUTO STEPPER: retry step, dt = 0.0460844


===== beginning time step 14 : 0.746589 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 1
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    3.856338e-07    0.000000e+00 
	   energy              5.598150e-02    4.338311e-04    5.598150e-04 
	   displacement        4.471198e+00    4.471198e+00    4.471198e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 2
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    3.474634e-08    0.000000e+00 
	   energy              5.598150e-02    2.099790e-06    5.598150e-04 
	   displacement        4.471198e+00    2.367747e-03    4.408228e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 3
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    2.667787e-08    0.000000e+00 
	   energy              5.598150e-02    2.731399e-07    5.598150e-04 
	   displacement        4.471198e+00    1.205041e-03    4.360553e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 4
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.555605e-08    0.000000e+00 
	   energy              5.598150e-02    4.905525e-07    5.598150e-04 
	   displacement        4.471198e+00    2.782142e-03    4.293230e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 5
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.889374e-08    0.000000e+00 
	   energy              5.598150e-02    2.356459e-06    5.598150e-04 
	   displacement        4.471198e+00    2.348854e-02    4.155517e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 6
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.072257e-08    0.000000e+00 
	   energy              5.598150e-02    7.760145e-07    5.598150e-04 
	   displacement        4.471198e+00    1.822079e-02    4.003351e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158272

 7
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.835970e-09    0.000000e+00 
	   energy              5.598150e-02    1.571044e-07    5.598150e-04 
	   displacement        4.471198e+00    5.186837e-03    3.900837e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 8
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    9.277929e-10    0.000000e+00 
	   energy              5.598150e-02    1.243789e-08    5.598150e-04 
	   displacement        4.471198e+00    2.856308e-03    3.844003e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 9
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    2.388040e-09    0.000000e+00 
	   energy              5.598150e-02    1.983385e-07    5.598150e-04 
	   displacement        4.471198e+00    1.488326e-02    4.159985e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 10
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 0.446645
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    7.582800e-10    0.000000e+00 
	   energy              5.598150e-02    4.794277e-09    5.598150e-04 
	   displacement        4.471198e+00    6.583838e-04    4.235832e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 11
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 11
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    9.682818e-08    0.000000e+00 
	   energy              5.598150e-02    1.778251e-05    5.598150e-04 
	   displacement        4.471198e+00    1.278375e-02    4.351286e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 12
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    9.467584e-08    0.000000e+00 
	   energy              5.598150e-02    1.910337e-05    5.598150e-04 
	   displacement        4.471198e+00    4.182775e-02    4.860089e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 13
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.389684e-07    0.000000e+00 
	   energy              5.598150e-02    2.654214e-05    5.598150e-04 
	   displacement        4.471198e+00    6.781578e-02    4.375559e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158320

 14
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 14
	step from line search         = 0.567983
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    5.760047e-08    0.000000e+00 
	   energy              5.598150e-02    5.768265e-06    5.598150e-04 
	   displacement        4.471198e+00    2.202471e-02    4.601200e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 15
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 15
	step from line search         = 0.583620
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.485170e-08    0.000000e+00 
	   energy              5.598150e-02    5.203756e-07    5.598150e-04 
	   displacement        4.471198e+00    2.493002e-03    4.662549e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 16
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 16
	step from line search         = 0.624665
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    8.655666e-09    0.000000e+00 
	   energy              5.598150e-02    1.172195e-07    5.598150e-04 
	   displacement        4.471198e+00    5.276775e-04    4.610070e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 17
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    2.618212e-09    0.000000e+00 
	   energy              5.598150e-02    1.128438e-08    5.598150e-04 
	   displacement        4.471198e+00    3.531626e-04    4.581172e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 18
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    3.506328e-09    0.000000e+00 
	   energy              5.598150e-02    2.378138e-09    5.598150e-04 
	   displacement        4.471198e+00    1.544672e-03    4.483913e-06 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 19
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    7.461278e-10    0.000000e+00 
	   energy              5.598150e-02    4.504246e-08    5.598150e-04 
	   displacement        4.471198e+00    1.617931e-03    4.386873e-06 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158296

 20
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 20
	step from line search         = 0.518095
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    2.956077e-10    0.000000e+00 
	   energy              5.598150e-02    5.007089e-09    5.598150e-04 
	   displacement        4.471198e+00    1.077139e-04    4.358249e-06 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 21
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    2.721320e-10    0.000000e+00 
	   energy              5.598150e-02    5.682422e-09    5.598150e-04 
	   displacement        4.471198e+00    5.533011e-05    4.346248e-06 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 22
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    4.002310e-10    0.000000e+00 
	   energy              5.598150e-02    1.267040e-08    5.598150e-04 
	   displacement        4.471198e+00    1.512299e-05    4.349962e-06 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 23
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    2.297767e-10    0.000000e+00 
	   energy              5.598150e-02    9.554279e-09    5.598150e-04 
	   displacement        4.471198e+00    4.884322e-06    4.347880e-06 
Reforming stiffness matrix: reformation #24

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 24
 Nonlinear solution status: time= 0.746589
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 24
	step from line search         = 0.570261
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.314066e-03    1.293629e-10    0.000000e+00 
	   energy              5.598150e-02    4.710390e-09    5.598150e-04 
	   displacement        4.471198e+00    1.554525e-06    4.347825e-06 

------- converged at time : 0.746589

 ]0;(75%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0421272


===== beginning time step 15 : 0.788716 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 1
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    4.362487e-07    0.000000e+00 
	   energy              4.584625e-02    4.339152e-04    4.584625e-04 
	   displacement        3.731610e+00    3.731610e+00    3.731610e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 2
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    3.241396e-08    0.000000e+00 
	   energy              4.584625e-02    2.324921e-06    4.584625e-04 
	   displacement        3.731610e+00    2.412896e-03    3.670641e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 3
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    1.850153e-08    0.000000e+00 
	   energy              4.584625e-02    7.593982e-07    4.584625e-04 
	   displacement        3.731610e+00    7.598374e-04    3.636252e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 4
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    9.309723e-09    0.000000e+00 
	   energy              4.584625e-02    5.472571e-07    4.584625e-04 
	   displacement        3.731610e+00    1.613929e-03    3.574377e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 5
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    8.573831e-09    0.000000e+00 
	   energy              4.584625e-02    7.719362e-07    4.584625e-04 
	   displacement        3.731610e+00    8.764784e-03    3.500378e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 6
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    5.349221e-09    0.000000e+00 
	   energy              4.584625e-02    2.746545e-07    4.584625e-04 
	   displacement        3.731610e+00    1.491229e-02    3.429664e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 7
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    8.408647e-10    0.000000e+00 
	   energy              4.584625e-02    7.618063e-08    4.584625e-04 
	   displacement        3.731610e+00    4.356693e-03    3.303400e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 8
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    5.239015e-10    0.000000e+00 
	   energy              4.584625e-02    5.570533e-08    4.584625e-04 
	   displacement        3.731610e+00    7.710666e-04    3.263062e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 9
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    8.712309e-10    0.000000e+00 
	   energy              4.584625e-02    4.168717e-09    4.584625e-04 
	   displacement        3.731610e+00    3.390553e-03    3.359582e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 10
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    6.750603e-11    0.000000e+00 
	   energy              4.584625e-02    2.765353e-09    4.584625e-04 
	   displacement        3.731610e+00    5.039186e-04    3.408692e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 11
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    3.518084e-11    0.000000e+00 
	   energy              4.584625e-02    1.571344e-09    4.584625e-04 
	   displacement        3.731610e+00    3.830086e-05    3.427337e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 12
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 0.082779
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    3.189839e-11    0.000000e+00 
	   energy              4.584625e-02    7.895124e-09    4.584625e-04 
	   displacement        3.731610e+00    2.584604e-05    3.416964e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 13
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    1.167287e-07    0.000000e+00 
	   energy              4.584625e-02    2.689073e-05    4.584625e-04 
	   displacement        3.731610e+00    6.278294e-02    2.955164e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158176

 14
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 14
	step from line search         = 0.119118
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    8.986276e-08    0.000000e+00 
	   energy              4.584625e-02    1.065833e-06    4.584625e-04 
	   displacement        3.731610e+00    1.943951e-03    2.865845e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158176

 15
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 15
	step from line search         = 0.043684
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    8.474966e-08    0.000000e+00 
	   energy              4.584625e-02    7.378673e-07    4.584625e-04 
	   displacement        3.731610e+00    4.163844e-04    2.826396e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158176

 16
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    5.800940e-08    0.000000e+00 
	   energy              4.584625e-02    2.033591e-05    4.584625e-04 
	   displacement        3.731610e+00    1.662919e-01    3.607458e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158176

 17
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 17
	step from line search         = 0.352710
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    2.611453e-08    0.000000e+00 
	   energy              4.584625e-02    3.690385e-07    4.584625e-04 
	   displacement        3.731610e+00    3.732739e-03    3.554809e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 18
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    6.375072e-09    0.000000e+00 
	   energy              4.584625e-02    3.278806e-09    4.584625e-04 
	   displacement        3.731610e+00    2.331599e-03    3.613276e-06 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 19
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    5.069875e-09    0.000000e+00 
	   energy              4.584625e-02    8.032545e-07    4.584625e-04 
	   displacement        3.731610e+00    1.358535e-03    3.570462e-06 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158224

 20
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 39
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    4.046607e-09    0.000000e+00 
	   energy              4.584625e-02    6.331625e-07    4.584625e-04 
	   displacement        3.731610e+00    2.769457e-03    3.500774e-06 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 21
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 41
	stiffness matrix reformations = 21
	step from line search         = 0.612291
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    1.389220e-09    0.000000e+00 
	   energy              4.584625e-02    1.815737e-07    4.584625e-04 
	   displacement        3.731610e+00    2.223316e-03    3.382773e-06 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 22
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 42
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    2.337599e-10    0.000000e+00 
	   energy              4.584625e-02    3.065598e-08    4.584625e-04 
	   displacement        3.731610e+00    3.207984e-04    3.401553e-06 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 23
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 43
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    4.914276e-11    0.000000e+00 
	   energy              4.584625e-02    3.276636e-09    4.584625e-04 
	   displacement        3.731610e+00    1.090419e-04    3.396352e-06 
Reforming stiffness matrix: reformation #24

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 24
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 44
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    7.055895e-10    0.000000e+00 
	   energy              4.584625e-02    1.328784e-08    4.584625e-04 
	   displacement        3.731610e+00    5.512552e-04    3.421715e-06 
Reforming stiffness matrix: reformation #25

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 25
 Nonlinear solution status: time= 0.788716
	stiffness updates             = 0
	right hand side evaluations   = 45
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.886436e-03    7.108183e-11    0.000000e+00 
	   energy              4.584625e-02    2.680205e-08    4.584625e-04 
	   displacement        3.731610e+00    1.885607e-04    3.409197e-06 
Reforming stiffness matrix: reformation #26

 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Max nr of reformations reached.                                       *
 *************************************************************************


------- failed to converge at time : 0.788716

Retrying time step. Retry attempt 1 of max 5


AUTO STEPPER: retry step, dt = 0.035106


===== beginning time step 15 : 0.781695 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158284

 1
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    3.931260e-07    0.000000e+00 
	   energy              3.173680e-02    3.500979e-04    3.173680e-04 
	   displacement        2.584062e+00    2.584062e+00    2.584062e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 2
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    2.461423e-08    0.000000e+00 
	   energy              3.173680e-02    2.044030e-06    3.173680e-04 
	   displacement        2.584062e+00    2.110704e-03    2.534696e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 3
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    9.575469e-09    0.000000e+00 
	   energy              3.173680e-02    6.871943e-07    3.173680e-04 
	   displacement        2.584062e+00    5.882341e-04    2.511227e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 4
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    4.597959e-09    0.000000e+00 
	   energy              3.173680e-02    3.947172e-07    3.173680e-04 
	   displacement        2.584062e+00    1.041361e-03    2.464401e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 5
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    4.976913e-09    0.000000e+00 
	   energy              3.173680e-02    6.252201e-07    3.173680e-04 
	   displacement        2.584062e+00    5.261142e-03    2.415281e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 6
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    2.782518e-09    0.000000e+00 
	   energy              3.173680e-02    4.042646e-07    3.173680e-04 
	   displacement        2.584062e+00    1.037306e-02    2.340909e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 7
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    7.723612e-10    0.000000e+00 
	   energy              3.173680e-02    1.084640e-07    3.173680e-04 
	   displacement        2.584062e+00    2.831598e-03    2.276238e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 8
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    8.819603e-11    0.000000e+00 
	   energy              3.173680e-02    1.995820e-08    3.173680e-04 
	   displacement        2.584062e+00    6.845969e-04    2.253117e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 9
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    5.704370e-11    0.000000e+00 
	   energy              3.173680e-02    1.522018e-08    3.173680e-04 
	   displacement        2.584062e+00    1.838185e-03    2.313918e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 10
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    1.069812e-12    0.000000e+00 
	   energy              3.173680e-02    2.561590e-10    3.173680e-04 
	   displacement        2.584062e+00    2.919713e-04    2.352666e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 11
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    7.676412e-15    0.000000e+00 
	   energy              3.173680e-02    1.108671e-11    3.173680e-04 
	   displacement        2.584062e+00    5.577562e-06    2.358076e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 12
 Nonlinear solution status: time= 0.781695
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306076e-03    1.030207e-17    0.000000e+00 
	   energy              3.173680e-02    5.627857e-14    3.173680e-04 
	   displacement        2.584062e+00    1.056737e-08    2.358052e-06 

------- converged at time : 0.781695

 ]0;(78%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0414182


===== beginning time step 16 : 0.823113 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158236

 1
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    5.092925e-07    0.000000e+00 
	   energy              4.360265e-02    4.615254e-04    4.360265e-04 
	   displacement        3.617754e+00    3.617754e+00    3.617754e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158140

 2
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    3.459785e-08    0.000000e+00 
	   energy              4.360265e-02    2.749638e-06    4.360265e-04 
	   displacement        3.617754e+00    2.593506e-03    3.566623e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158140

 3
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    1.536238e-08    0.000000e+00 
	   energy              4.360265e-02    9.830828e-07    4.360265e-04 
	   displacement        3.617754e+00    8.651925e-04    3.525900e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158092

 4
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    7.715993e-09    0.000000e+00 
	   energy              4.360265e-02    6.119660e-07    4.360265e-04 
	   displacement        3.617754e+00    1.432040e-03    3.456710e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 5
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    5.793213e-09    0.000000e+00 
	   energy              4.360265e-02    6.214372e-07    4.360265e-04 
	   displacement        3.617754e+00    6.405942e-03    3.386397e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 6
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    5.243703e-09    0.000000e+00 
	   energy              4.360265e-02    1.074278e-07    4.360265e-04 
	   displacement        3.617754e+00    1.050898e-02    3.282893e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 7
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    5.322795e-10    0.000000e+00 
	   energy              4.360265e-02    3.770415e-08    4.360265e-04 
	   displacement        3.617754e+00    2.280979e-03    3.247026e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 8
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    1.885572e-10    0.000000e+00 
	   energy              4.360265e-02    1.444616e-08    4.360265e-04 
	   displacement        3.617754e+00    2.599355e-04    3.244739e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 9
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    8.624060e-12    0.000000e+00 
	   energy              4.360265e-02    2.938822e-09    4.360265e-04 
	   displacement        3.617754e+00    2.422658e-04    3.265395e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 10
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    1.093239e-12    0.000000e+00 
	   energy              4.360265e-02    6.403801e-10    4.360265e-04 
	   displacement        3.617754e+00    4.933879e-05    3.269464e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 11
 Nonlinear solution status: time= 0.823113
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.770753e-03    2.614682e-13    0.000000e+00 
	   energy              4.360265e-02    6.351312e-12    4.360265e-04 
	   displacement        3.617754e+00    9.831573e-07    3.268734e-06 

------- converged at time : 0.823113

 ]0;(82%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0464679


===== beginning time step 17 : 0.869581 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158104

 1
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    6.629777e-07    0.000000e+00 
	   energy              5.446793e-02    5.847324e-04    5.446793e-04 
	   displacement        4.569940e+00    4.569940e+00    4.569940e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158020

 2
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    4.433255e-08    0.000000e+00 
	   energy              5.446793e-02    3.229739e-06    5.446793e-04 
	   displacement        4.569940e+00    3.798257e-03    4.498680e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158020

 3
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    2.383145e-08    0.000000e+00 
	   energy              5.446793e-02    1.270797e-06    5.446793e-04 
	   displacement        4.569940e+00    1.146401e-03    4.445469e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158020

 4
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    1.158176e-08    0.000000e+00 
	   energy              5.446793e-02    8.349801e-07    5.446793e-04 
	   displacement        4.569940e+00    1.929326e-03    4.360253e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158020

 5
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    1.297762e-08    0.000000e+00 
	   energy              5.446793e-02    4.113835e-07    5.446793e-04 
	   displacement        4.569940e+00    4.755487e-03    4.254268e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 6
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    2.704196e-09    0.000000e+00 
	   energy              5.446793e-02    3.413578e-07    5.446793e-04 
	   displacement        4.569940e+00    1.335772e-02    4.215298e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 7
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    2.228093e-09    0.000000e+00 
	   energy              5.446793e-02    1.181087e-07    5.446793e-04 
	   displacement        4.569940e+00    3.469977e-03    4.105332e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 8
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.619352
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    5.398189e-10    0.000000e+00 
	   energy              5.446793e-02    1.029883e-08    5.446793e-04 
	   displacement        4.569940e+00    6.018963e-05    4.101042e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 9
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    2.249115e-09    0.000000e+00 
	   energy              5.446793e-02    6.704304e-09    5.446793e-04 
	   displacement        4.569940e+00    4.713231e-05    4.099260e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 10
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    8.467630e-11    0.000000e+00 
	   energy              5.446793e-02    8.082505e-09    5.446793e-04 
	   displacement        4.569940e+00    4.218243e-05    4.101974e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 11
 Nonlinear solution status: time= 0.869581
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 0.345313
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.199242e-03    1.166019e-10    0.000000e+00 
	   energy              5.446793e-02    3.041685e-09    5.446793e-04 
	   displacement        4.569940e+00    1.765607e-06    4.103962e-06 

------- converged at time : 0.869581

 ]0;(87%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0505076


===== beginning time step 18 : 0.920088 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 158008

 1
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    8.577361e-07    0.000000e+00 
	   energy              6.314161e-02    7.132720e-04    6.314161e-04 
	   displacement        5.417360e+00    5.417360e+00    5.417360e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 2
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    5.660877e-08    0.000000e+00 
	   energy              6.314161e-02    4.310757e-06    6.314161e-04 
	   displacement        5.417360e+00    4.768617e-03    5.338478e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 3
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    2.890196e-08    0.000000e+00 
	   energy              6.314161e-02    1.554005e-06    6.314161e-04 
	   displacement        5.417360e+00    1.708804e-03    5.271754e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 4
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    1.599555e-08    0.000000e+00 
	   energy              6.314161e-02    8.784175e-07    6.314161e-04 
	   displacement        5.417360e+00    1.873300e-03    5.200363e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 5
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    1.151546e-08    0.000000e+00 
	   energy              6.314161e-02    2.886024e-07    6.314161e-04 
	   displacement        5.417360e+00    4.486815e-03    5.093264e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 6
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    1.776774e-08    0.000000e+00 
	   energy              6.314161e-02    5.281145e-07    6.314161e-04 
	   displacement        5.417360e+00    5.570376e-03    5.006429e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 7
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    3.284108e-09    0.000000e+00 
	   energy              6.314161e-02    4.453318e-08    6.314161e-04 
	   displacement        5.417360e+00    3.653344e-03    4.962572e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157984

 8
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.461815
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    2.295559e-09    0.000000e+00 
	   energy              6.314161e-02    3.178127e-07    6.314161e-04 
	   displacement        5.417360e+00    9.228091e-04    4.936453e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 9
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    2.878770e-09    0.000000e+00 
	   energy              6.314161e-02    5.540216e-08    6.314161e-04 
	   displacement        5.417360e+00    2.809381e-04    4.923209e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 10
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    2.102483e-09    0.000000e+00 
	   energy              6.314161e-02    1.459783e-07    6.314161e-04 
	   displacement        5.417360e+00    1.240561e-04    4.925738e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 11
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 0.619632
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    1.297487e-09    0.000000e+00 
	   energy              6.314161e-02    3.519842e-08    6.314161e-04 
	   displacement        5.417360e+00    3.094667e-05    4.931311e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 12
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    9.904075e-10    0.000000e+00 
	   energy              6.314161e-02    4.402632e-08    6.314161e-04 
	   displacement        5.417360e+00    2.906618e-05    4.923658e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 13
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 13
	step from line search         = 0.587347
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    1.651503e-10    0.000000e+00 
	   energy              6.314161e-02    2.311718e-08    6.314161e-04 
	   displacement        5.417360e+00    1.836307e-05    4.926640e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 14
 Nonlinear solution status: time= 0.920088
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 14
	step from line search         = 0.081206
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509205e-03    5.799179e-10    0.000000e+00 
	   energy              6.314161e-02    2.174236e-09    6.314161e-04 
	   displacement        5.417360e+00    6.110086e-08    4.926611e-06 

------- converged at time : 0.920088

 ]0;(92%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0536623


===== beginning time step 19 : 0.973751 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 1
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    1.095014e-06    0.000000e+00 
	   energy              7.113319e-02    8.524749e-04    7.113319e-04 
	   displacement        6.134303e+00    6.134303e+00    6.134303e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 2
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    8.136299e-08    0.000000e+00 
	   energy              7.113319e-02    4.858163e-06    7.113319e-04 
	   displacement        6.134303e+00    5.813508e-03    6.042891e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 3
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    3.190068e-08    0.000000e+00 
	   energy              7.113319e-02    1.728277e-06    7.113319e-04 
	   displacement        6.134303e+00    2.333496e-03    5.949923e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 4
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.259459
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    3.270335e-08    0.000000e+00 
	   energy              7.113319e-02    1.318141e-07    7.113319e-04 
	   displacement        6.134303e+00    5.564328e-04    5.922969e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 5
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    1.646349e-08    0.000000e+00 
	   energy              7.113319e-02    9.777217e-07    7.113319e-04 
	   displacement        6.134303e+00    2.203132e-03    5.843319e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 6
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    8.510383e-09    0.000000e+00 
	   energy              7.113319e-02    5.058564e-07    7.113319e-04 
	   displacement        6.134303e+00    3.864150e-03    5.727134e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 7
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    9.695443e-09    0.000000e+00 
	   energy              7.113319e-02    1.320105e-07    7.113319e-04 
	   displacement        6.134303e+00    3.672493e-03    5.649394e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 8
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.595332
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    5.829183e-09    0.000000e+00 
	   energy              7.113319e-02    2.212142e-07    7.113319e-04 
	   displacement        6.134303e+00    4.055103e-04    5.631822e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 9
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    1.531295e-09    0.000000e+00 
	   energy              7.113319e-02    6.105608e-08    7.113319e-04 
	   displacement        6.134303e+00    3.189618e-04    5.616825e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 10
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 0.474739
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    6.334532e-09    0.000000e+00 
	   energy              7.113319e-02    3.411337e-08    7.113319e-04 
	   displacement        6.134303e+00    2.955333e-05    5.626803e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 11
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 0.557959
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    4.261099e-09    0.000000e+00 
	   energy              7.113319e-02    1.674094e-07    7.113319e-04 
	   displacement        6.134303e+00    1.456982e-04    5.612770e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 12
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    1.635265e-09    0.000000e+00 
	   energy              7.113319e-02    4.510502e-08    7.113319e-04 
	   displacement        6.134303e+00    1.790147e-04    5.638539e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 13
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 0.313656
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    5.558916e-09    0.000000e+00 
	   energy              7.113319e-02    1.676043e-08    7.113319e-04 
	   displacement        6.134303e+00    1.050865e-05    5.635455e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 14
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 14
	step from line search         = 0.542628
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    3.752689e-09    0.000000e+00 
	   energy              7.113319e-02    1.708198e-07    7.113319e-04 
	   displacement        6.134303e+00    1.416017e-04    5.616536e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 15
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 15
	step from line search         = 0.597928
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    8.547349e-10    0.000000e+00 
	   energy              7.113319e-02    3.919802e-08    7.113319e-04 
	   displacement        6.134303e+00    4.053799e-05    5.621163e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 16
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 16
	step from line search         = 0.501067
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    6.216492e-10    0.000000e+00 
	   energy              7.113319e-02    4.227963e-09    7.113319e-04 
	   displacement        6.134303e+00    9.379800e-06    5.626733e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 17
 Nonlinear solution status: time= 0.973751
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 17
	step from line search         = 0.218140
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.809311e-03    4.507175e-10    0.000000e+00 
	   energy              7.113319e-02    7.031108e-09    7.113319e-04 
	   displacement        6.134303e+00    3.056988e-06    5.625342e-06 

------- converged at time : 0.973751

 ]0;(97%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0547632

MUST POINT CONTROLLER: adjusting time step. dt = 0.0262493


===== beginning time step 20 : 1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.460531e-04    1.108538e-06    0.000000e+00 
	   energy              1.647731e-02    4.173428e-04    1.647731e-04 
	   displacement        1.449717e+00    1.449717e+00    1.449717e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.460531e-04    6.391440e-08    0.000000e+00 
	   energy              1.647731e-02    4.847054e-06    1.647731e-04 
	   displacement        1.449717e+00    4.816522e-03    1.410968e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.460531e-04    2.426661e-08    0.000000e+00 
	   energy              1.647731e-02    6.591834e-07    1.647731e-04 
	   displacement        1.449717e+00    3.130020e-03    1.374310e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.460531e-04    2.289639e-08    0.000000e+00 
	   energy              1.647731e-02    1.603760e-06    1.647731e-04 
	   displacement        1.449717e+00    1.377800e-03    1.357782e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 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            6.460531e-04    2.178977e-08    0.000000e+00 
	   energy              1.647731e-02    2.364988e-06    1.647731e-04 
	   displacement        1.449717e+00    3.380151e-03    1.348096e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 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            6.460531e-04    3.984242e-09    0.000000e+00 
	   energy              1.647731e-02    6.549767e-07    1.647731e-04 
	   displacement        1.449717e+00    2.375545e-03    1.328130e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 7
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 0.571955
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    1.695270e-09    0.000000e+00 
	   energy              1.647731e-02    2.348530e-08    1.647731e-04 
	   displacement        1.449717e+00    8.015403e-05    1.327780e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 8
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    4.989601e-07    0.000000e+00 
	   energy              1.647731e-02    4.177959e-05    1.647731e-04 
	   displacement        1.449717e+00    1.329256e-02    1.308685e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 9
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    3.967166e-08    0.000000e+00 
	   energy              1.647731e-02    1.936073e-07    1.647731e-04 
	   displacement        1.449717e+00    1.220507e-02    1.356305e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 10
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    3.406440e-09    0.000000e+00 
	   energy              1.647731e-02    5.712232e-08    1.647731e-04 
	   displacement        1.449717e+00    1.016255e-03    1.341713e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 11
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    3.205463e-09    0.000000e+00 
	   energy              1.647731e-02    3.035456e-08    1.647731e-04 
	   displacement        1.449717e+00    1.320537e-04    1.338454e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 12
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    2.403085e-09    0.000000e+00 
	   energy              1.647731e-02    3.636171e-09    1.647731e-04 
	   displacement        1.449717e+00    1.107431e-04    1.330494e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 13
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 13
	step from line search         = 0.312519
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    2.145911e-09    0.000000e+00 
	   energy              1.647731e-02    2.261490e-07    1.647731e-04 
	   displacement        1.449717e+00    1.992079e-04    1.331607e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 14
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 14
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    4.906316e-04    0.000000e+00 
	   energy              1.647731e-02    4.328888e-03    1.647731e-04 
	   displacement        1.449717e+00    2.614363e-01    1.541540e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 15
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 15
	step from line search         = 0.114735
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.460531e-04    3.639640e-04    0.000000e+00 
	   energy              1.647731e-02    7.651012e-04    1.647731e-04 
	   displacement        1.449717e+00    4.153457e-02    1.507366e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157972

 16
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 1

Retrying time step. Retry attempt 1 of max 5


AUTO STEPPER: retry step, dt = 0.0218744


===== beginning time step 20 : 0.995625 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 1
 Nonlinear solution status: time= 0.995625
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.444447e-04    1.080419e-06    0.000000e+00 
	   energy              1.133505e-02    3.388398e-04    1.133505e-04 
	   displacement        1.001588e+00    1.001588e+00    1.001588e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 2
 Nonlinear solution status: time= 0.995625
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.444447e-04    4.347621e-08    0.000000e+00 
	   energy              1.133505e-02    4.779198e-06    1.133505e-04 
	   displacement        1.001588e+00    4.633716e-03    9.722973e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 3
 Nonlinear solution status: time= 0.995625
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.444447e-04    2.144857e-08    0.000000e+00 
	   energy              1.133505e-02    8.715247e-07    1.133505e-04 
	   displacement        1.001588e+00    2.096385e-03    9.438659e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 4
 Nonlinear solution status: time= 0.995625
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.151191
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.444447e-04    1.602537e-08    0.000000e+00 
	   energy              1.133505e-02    1.142072e-07    1.133505e-04 
	   displacement        1.001588e+00    5.496214e-05    9.410070e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 5
 *************************************************************************
 *                                ERROR                                  *
 *                                                                       *
 * Negative jacobian was detected.                                       *
 *************************************************************************


------- failed to converge at time : 0.995625

Retrying time step. Retry attempt 2 of max 5


AUTO STEPPER: retry step, dt = 0.0174995


===== beginning time step 20 : 0.99125 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 1
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    1.053852e-06    0.000000e+00 
	   energy              7.153301e-03    2.619744e-04    7.153301e-05 
	   displacement        6.363821e-01    6.363821e-01    6.363821e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 2
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    4.044114e-08    0.000000e+00 
	   energy              7.153301e-03    4.595706e-06    7.153301e-05 
	   displacement        6.363821e-01    4.395893e-03    6.157876e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 3
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    1.008988e-08    0.000000e+00 
	   energy              7.153301e-03    9.532599e-07    7.153301e-05 
	   displacement        6.363821e-01    1.915482e-03    5.971447e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 4
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    1.541146e-08    0.000000e+00 
	   energy              7.153301e-03    3.279496e-08    7.153301e-05 
	   displacement        6.363821e-01    7.718901e-04    5.839559e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 5
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    1.237481e-09    0.000000e+00 
	   energy              7.153301e-03    4.401893e-08    7.153301e-05 
	   displacement        6.363821e-01    5.811418e-04    5.775648e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 6
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.267249
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    6.626542e-10    0.000000e+00 
	   energy              7.153301e-03    5.619340e-09    7.153301e-05 
	   displacement        6.363821e-01    2.473798e-04    5.787358e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 7
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    1.190361e-09    0.000000e+00 
	   energy              7.153301e-03    5.061690e-08    7.153301e-05 
	   displacement        6.363821e-01    3.017746e-04    5.728288e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 8
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    8.890016e-12    0.000000e+00 
	   energy              7.153301e-03    4.180691e-09    7.153301e-05 
	   displacement        6.363821e-01    9.053794e-05    5.726199e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 9
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    8.065273e-13    0.000000e+00 
	   energy              7.153301e-03    7.905584e-11    7.153301e-05 
	   displacement        6.363821e-01    1.130522e-06    5.725758e-07 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 10
 Nonlinear solution status: time= 0.99125
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.804792e-04    5.462112e-13    0.000000e+00 
	   energy              7.153301e-03    4.091613e-11    7.153301e-05 
	   displacement        6.363821e-01    1.382422e-08    5.725711e-07 

------- converged at time : 0.99125

 ]0;(99%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0273329

MUST POINT CONTROLLER: adjusting time step. dt = 0.00874975


===== beginning time step 21 : 1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 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            6.555894e-05    1.056089e-06    0.000000e+00 
	   energy              1.668982e-03    1.160521e-04    1.668982e-05 
	   displacement        1.552838e-01    1.552838e-01    1.552838e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157936

 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            6.555894e-05    3.837636e-08    0.000000e+00 
	   energy              1.668982e-03    4.309767e-06    1.668982e-05 
	   displacement        1.552838e-01    4.519168e-03    1.501685e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.555894e-05    8.690835e-09    0.000000e+00 
	   energy              1.668982e-03    8.417283e-07    1.668982e-05 
	   displacement        1.552838e-01    1.484505e-03    1.450510e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.555894e-05    1.301480e-09    0.000000e+00 
	   energy              1.668982e-03    9.894197e-08    1.668982e-05 
	   displacement        1.552838e-01    8.830285e-04    1.384400e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.555894e-05    1.741530e-10    0.000000e+00 
	   energy              1.668982e-03    3.033242e-08    1.668982e-05 
	   displacement        1.552838e-01    4.402916e-04    1.374226e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 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            6.555894e-05    2.723108e-10    0.000000e+00 
	   energy              1.668982e-03    2.490554e-09    1.668982e-05 
	   displacement        1.552838e-01    9.698203e-05    1.368300e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 7
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.555894e-05    5.757858e-11    0.000000e+00 
	   energy              1.668982e-03    1.141289e-08    1.668982e-05 
	   displacement        1.552838e-01    1.443157e-05    1.371254e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 8
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.488370
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.555894e-05    1.517233e-11    0.000000e+00 
	   energy              1.668982e-03    2.831713e-09    1.668982e-05 
	   displacement        1.552838e-01    1.654762e-06    1.370183e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 9
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 0.383836
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.555894e-05    6.860705e-12    0.000000e+00 
	   energy              1.668982e-03    5.832651e-10    1.668982e-05 
	   displacement        1.552838e-01    2.683584e-07    1.369760e-07 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 4220
	Nr of nonzeroes in stiffness matrix ....... : 157948

 10
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 0.332040
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.555894e-05    4.546049e-12    0.000000e+00 
	   energy              1.668982e-03    1.281198e-10    1.668982e-05 
	   displacement        1.552838e-01    9.728043e-08    1.369839e-07 

------- 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 .................... : 21

	Total number of equilibrium iterations ............ : 362

	Average number of equilibrium iterations .......... : 17.2381

	Total number of right hand evaluations ............ : 594

	Total number of stiffness reformations ............ : 369

	Time in linear solver: 0:00:23


 Elapsed time : 0:01:49


 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 14:39:59
------- converged at time : 0.0666667
------- converged at time : 0.133333
------- converged at time : 0.2
------- converged at time : 0.266667
------- converged at time : 0.333333
------- converged at time : 0.377778
------- converged at time : 0.418519
------- converged at time : 0.461454
------- converged at time : 0.508061
------- converged at time : 0.554667
------- converged at time : 0.599136
------- converged at time : 0.648044
------- converged at time : 0.700504
------- converged at time : 0.746589
------- converged at time : 0.781695
------- converged at time : 0.823113
------- converged at time : 0.869581
------- converged at time : 0.920088
------- converged at time : 0.973751
------- converged at time : 0.99125
------- converged at time : 1
--- Done --- 04-Jun-2019 14:39:59

Import FEBio results

if 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.^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,:);

Plotting the simulated results using anim8 to visualize and animate deformations

    % Create basic view and store graphics handle to initiate animation
    [t,p,R]=cart2sph(V_def(:,1),V_def(:,2),V_def(:,3));

    hf=cFigure; %Open figure
    gtitle([febioFebFileNamePart,': Press play to animate']);
    hp1=gpatch(F_bolt,V_def,'kw','none',1); %Add graphics object to animate
    gpatch(F_nut,V_def,'kw','none',0.5); %Add graphics object to animate
    hp2=gpatch(Fwb,V_def,DN_magnitude,'k',1); %Add graphics object to animate
    hp2.FaceColor='interp';

    axisGeom(gca,fontSize);
    colormap(gjet(250)); colorbar;
    caxis([0 max(DN_magnitude)]);
    axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]);
    camlight headlight;

    % 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(F,DN_magnitude); %Current color data to use

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp1 hp2 hp2]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','Vertices','CData'}; %Properties of objects to animate
        animStruct.Set{qt}={V_def,V_def,DN_magnitude}; %Property values for to set in order to animate
    end
    anim8(hf,animStruct); %Initiate animation feature
    drawnow;
end

GIBBON www.gibboncode.org

Kevin Mattheus Moerman, [email protected]

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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/.