DEMO_febio_0036_sphere_branches_slide_body_force

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;
cMap=blood(250);

Control parameters

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

% Defining file names
febioFebFileNamePart='tempModel';
febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name
febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name
febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement
febioLogFileName_strainEnergy=[febioFebFileNamePart,'_energy_out.txt']; %Log file name for exporting strain energy density

% Sphere parameters
sphereRadius=3;%
numElementsMantel=6;

% Ground plate parameters
tubeRadius=sphereRadius.*[1 0.1];
tubeAngle=3*(pi/180);
tubeLength=abs(diff(tubeRadius))/tan(tubeAngle);

% Material parameter set
c1=1e-3; %Shear-modulus-like parameter MPa
m1=2; %Material parameter setting degree of non-linearity
k_factor=10; %Bulk modulus factor
k=c1*k_factor; %Bulk modulus
d=1e-9; %Density

% FEA control settings
max_refs=25; %Max reforms
max_ups=0; %Set to zero to use full-Newton iterations
opt_iter=15; %Optimum number of iterations
max_retries=25; %Maximum number of retires
symmetric_stiffness=0;
min_residual=1e-20;

analysisType1='dynamic';
timeTotal1=1; %Analysis time
numTimeSteps1=100; %Number of time steps desired
step_size1=timeTotal1/numTimeSteps1;
dtmin1=(timeTotal1/numTimeSteps1)/100; %Minimum time step size
dtmax1=timeTotal1/10; %Maximum time step size

analysisType2='dynamic';
timeTotal2=100; %Analysis time
numTimeSteps2=10; %Number of time steps desired
step_size2=timeTotal2/numTimeSteps2;
dtmin2=(timeTotal2/numTimeSteps2)/100; %Minimum time step size
dtmax2=timeTotal2/2; %Maximum time step size

timeTotal=timeTotal1+timeTotal2;

%Contact parameters
contactPenalty=20;
laugon=0;
minaug=1;
maxaug=10;
fric_coeff=0.7;

%Specifying load
sphereVolume=4/3*(pi*sphereRadius^3); %Sphere Volume in mm^3
sphereMass=sphereVolume.*d; %Sphere mass in tone
sphereSectionArea=pi*sphereRadius^2;
bodyLoadMagnitude=(9.81*1000)*75;

forceBodyLoad=sphereMass.*bodyLoadMagnitude;
stressBodyLoad=forceBodyLoad/sphereSectionArea;

Creating model geometry and mesh

%Control settings
cPar.sphereRadius=sphereRadius;
cPar.coreRadius=cPar.sphereRadius/2;
cPar.numElementsMantel=numElementsMantel;
cPar.numElementsCore=round(numElementsMantel*1.5);
cPar.outputStructType=2;
cPar.makeHollow=0;
cPar.cParSmooth.n=25;

%Creating sphere
[meshOutput]=hexMeshSphere(cPar);

% Access model element and patch data
Fb_blob=meshOutput.facesBoundary;
Cb_blob=meshOutput.boundaryMarker;
V_blob=meshOutput.nodes;
E_blob=meshOutput.elements;

Visualize blob mesh

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

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

Creating tube model

pointSpacingBlob=mean(patchEdgeLengths(Fb_blob,V_blob));
pointSpacingTube=pointSpacingBlob/2;

rEnd=sphereRadius+(sphereRadius.*((sphereRadius-tubeRadius(2))/tubeLength));
V_curve_tube=[sphereRadius rEnd 0; -tubeLength tubeRadius(2) 0;];

nResample=ceil(max(pathLength(V_curve_tube))./pointSpacingTube);
V_curve_tube=evenlySampleCurve(V_curve_tube,nResample,'pchip',0);

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

center_of_mass_tube=mean(V_tube,1);

Join model node sets

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

Visualizing model

cFigure; hold on;
gtitle('Model components',fontSize);
hl(1)=gpatch(Fb_blob,V,'rw','k',0.8);
hl(2)=gpatch(F_tube,V,'kw','k',0.5);
legend(hl,{'Blob','Tube'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Get contact surfaces

F_contact_blob=Fb_blob;

Visualize contact surfaces

cFigure; hold on;
title('Tube blob contact pair','fontsize',fontSize);
hl(1)=gpatch(F_tube,V,'rw','k',0.8);
patchNormPlot(F_tube,V);
hl(2)=gpatch(F_contact_blob,V,'kw','k',0.5);
patchNormPlot(F_contact_blob,V);
legend(hl,{'Master','Slave'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Defining the FEBio input structure

See also febioStructTemplate and febioStruct2xml and the FEBio user manual.

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

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

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

%Control section
stepStruct1.Control.analysis.ATTR.type=analysisType1;
stepStruct1.Control.time_steps=numTimeSteps1;
stepStruct1.Control.step_size=step_size1;
stepStruct1.Control.time_stepper.dtmin=dtmin1;
stepStruct1.Control.time_stepper.dtmax=dtmax1;
stepStruct1.Control.time_stepper.max_retries=max_retries;
stepStruct1.Control.time_stepper.opt_iter=opt_iter;
stepStruct1.Control.max_refs=max_refs;
stepStruct1.Control.max_ups=max_ups;
stepStruct1.Control.symmetric_stiffness=symmetric_stiffness;
stepStruct1.Control.min_residual=min_residual;

stepStruct2.Control.analysis.ATTR.type=analysisType2;
stepStruct2.Control.time_steps=numTimeSteps2;
stepStruct2.Control.step_size=step_size2;
stepStruct2.Control.time_stepper.dtmin=dtmin2;
stepStruct2.Control.time_stepper.dtmax=dtmax2;
stepStruct2.Control.time_stepper.max_retries=max_retries;
stepStruct2.Control.time_stepper.opt_iter=opt_iter;
stepStruct2.Control.max_refs=max_refs;
stepStruct2.Control.max_ups=max_ups;
stepStruct2.Control.symmetric_stiffness=symmetric_stiffness;
stepStruct2.Control.min_residual=min_residual;

%Add template based default settings to proposed control section
[stepStruct1.Control]=structComplete(stepStruct1.Control,febio_spec.Control,1); %Complement provided with default if missing
[stepStruct2.Control]=structComplete(stepStruct2.Control,febio_spec.Control,1); %Complement provided with default if missing

%Remove control field (part of template) since step specific control sections are used
febio_spec=rmfield(febio_spec,'Control');

febio_spec.Step{1}.Control=stepStruct1.Control;
febio_spec.Step{1}.ATTR.id=1;
febio_spec.Step{2}.Control=stepStruct2.Control;
febio_spec.Step{2}.ATTR.id=2;

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

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

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

% -> Elements
febio_spec.Geometry.Elements{1}.ATTR.type='hex8'; %Element type of this set
febio_spec.Geometry.Elements{1}.ATTR.mat=1; %material index for this set
febio_spec.Geometry.Elements{1}.ATTR.name='Blob'; %Name of the element set
febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E_blob,1))'; %Element id's
febio_spec.Geometry.Elements{1}.elem.VAL=E_blob;

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

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

febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave1';
febio_spec.Geometry.Surface{2}.quad4.ATTR.lid=(1:1:size(F_contact_blob,1))';
febio_spec.Geometry.Surface{2}.quad4.VAL=F_contact_blob;

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

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


febio_spec.Loads.body_load{1}.ATTR.type='const';
febio_spec.Loads.body_load{1}.x.VAL=bodyLoadMagnitude;
febio_spec.Loads.body_load{1}.x.ATTR.lc=1;

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

%Contact section
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;

%LoadData
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; timeTotal1 1; timeTotal 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);

febio_spec.Output.logfile.element_data{1}.ATTR.file=febioLogFileName_strainEnergy;
febio_spec.Output.logfile.element_data{1}.ATTR.data='sed';
febio_spec.Output.logfile.element_data{1}.ATTR.delim=',';
febio_spec.Output.logfile.element_data{1}.VAL=1:size(E_blob,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 13:06:53
===========================================================================
         ________    _________   _________     __     _________            
        |        |\ |        |\ |        |\   |  |\  /         \\          
        |    ____|| |    ____|| |    __  ||   |__|| |    ___    ||         
        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||      |   ||      |   || | ||    __   |  ||    |  ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||      |   ||  |  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |__________|| |__||  \_________//          
                                                                           
      F I N I T E   E L E M E N T S   F O R   B I O M E C H A N I C S      
                                                                           
                 --- v e r s i o n - 2 . 9 . 0 ---                 
                                                                           
                                                                           
  http://febio.org                                                         
  FEBio is a registered trademark.                                         
  copyright (c) 2006-2019 - All rights reserved                            
                                                                           
===========================================================================


Success loading plugin NeoHookeanPi.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * 230 isolated vertices removed.                                        *
 *************************************************************************
 ]0;(step 1/2: 0%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 1 : 0.01 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.01
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.599144e-10    1.697853e-08    0.000000e+00 
	   energy              1.507741e-04    8.884648e-18    1.507741e-06 
	   displacement        1.328960e+02    1.328960e+02    1.328960e-04 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.01
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.599144e-10    9.046396e-11    0.000000e+00 
	   energy              1.507741e-04    7.046765e-08    1.507741e-06 
	   displacement        1.328960e+02    1.072782e-03    1.328306e-04 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.01
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.599144e-10    4.672979e-12    0.000000e+00 
	   energy              1.507741e-04    3.020645e-13    1.507741e-06 
	   displacement        1.328960e+02    2.311958e-05    1.328186e-04 

------- converged at time : 0.01

 ]0;(step 1/2: 1%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.028


===== beginning time step 2 : 0.038 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    9.797393e-06    0.000000e+00 
	   energy              2.086246e-03    2.569492e-04    2.086246e-05 
	   displacement        8.837284e+02    8.837284e+02    8.837284e-04 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    8.403906e-07    0.000000e+00 
	   energy              2.086246e-03    6.968882e-05    2.086246e-05 
	   displacement        8.837284e+02    4.940510e-01    9.092243e-04 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.491444
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    3.632199e-07    0.000000e+00 
	   energy              2.086246e-03    2.851541e-04    2.086246e-05 
	   displacement        8.837284e+02    9.882740e+00    1.086791e-03 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    3.989530e-07    0.000000e+00 
	   energy              2.086246e-03    1.233239e-05    2.086246e-05 
	   displacement        8.837284e+02    7.938047e+01    1.733153e-03 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.403205
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    2.622320e-07    0.000000e+00 
	   energy              2.086246e-03    4.007097e-04    2.086246e-05 
	   displacement        8.837284e+02    1.027968e+03    5.425087e-03 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 0.412021
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    1.329287e-07    0.000000e+00 
	   energy              2.086246e-03    3.708121e-05    2.086246e-05 
	   displacement        8.837284e+02    2.843448e+02    8.192075e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 0.206465
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    8.392229e-08    0.000000e+00 
	   energy              2.086246e-03    6.701872e-06    2.086246e-05 
	   displacement        8.837284e+02    2.154238e+01    9.053473e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 0.203934
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    5.359356e-08    0.000000e+00 
	   energy              2.086246e-03    4.448887e-06    2.086246e-05 
	   displacement        8.837284e+02    1.295454e+01    9.751060e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 0.430328
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    1.752690e-08    0.000000e+00 
	   energy              2.086246e-03    4.752381e-06    2.086246e-05 
	   displacement        8.837284e+02    3.497952e+01    1.095341e-02 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    2.820000e-10    0.000000e+00 
	   energy              2.086246e-03    3.634471e-06    2.086246e-05 
	   displacement        8.837284e+02    5.941470e+01    1.262496e-02 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    1.175325e-11    0.000000e+00 
	   energy              2.086246e-03    2.423690e-08    2.086246e-05 
	   displacement        8.837284e+02    1.515239e-02    1.260916e-02 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.038
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.907924e-09    5.564500e-17    0.000000e+00 
	   energy              2.086246e-03    1.584039e-12    2.086246e-05 
	   displacement        8.837284e+02    1.536419e-03    1.260497e-02 

------- converged at time : 0.038

 ]0;(step 1/2: 4%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0364984


===== beginning time step 3 : 0.0744984 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    5.674292e-07    0.000000e+00 
	   energy              2.702191e-04    2.424944e-05    2.702191e-06 
	   displacement        3.318997e+01    3.318997e+01    3.318997e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    1.206777e-07    0.000000e+00 
	   energy              2.702191e-04    9.550649e-06    2.702191e-06 
	   displacement        3.318997e+01    6.052865e-02    3.593959e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    2.122571e-07    0.000000e+00 
	   energy              2.702191e-04    3.687442e-05    2.702191e-06 
	   displacement        3.318997e+01    1.473762e+01    9.468104e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.469583
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    1.540465e-07    0.000000e+00 
	   energy              2.702191e-04    1.974832e-04    2.702191e-06 
	   displacement        3.318997e+01    7.777944e+02    1.405424e-03 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    3.664515e-08    0.000000e+00 
	   energy              2.702191e-04    2.035377e-04    2.702191e-06 
	   displacement        3.318997e+01    8.684592e+02    4.480283e-03 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    8.991351e-11    0.000000e+00 
	   energy              2.702191e-04    8.974430e-08    2.702191e-06 
	   displacement        3.318997e+01    1.261007e-01    4.435449e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    2.510668e-12    0.000000e+00 
	   energy              2.702191e-04    2.018749e-08    2.702191e-06 
	   displacement        3.318997e+01    1.403498e-01    4.444940e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.0744984
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.795379e-07    1.772123e-18    0.000000e+00 
	   energy              2.702191e-04    1.169688e-12    2.702191e-06 
	   displacement        3.318997e+01    3.363286e-04    4.446343e-03 

------- converged at time : 0.0744984

 ]0;(step 1/2: 7%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0491988


===== beginning time step 4 : 0.123697 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    8.946163e-07    0.000000e+00 
	   energy              2.088533e-04    2.911817e-05    2.088533e-06 
	   displacement        2.283839e+01    2.283839e+01    2.283839e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    7.781446e-08    0.000000e+00 
	   energy              2.088533e-04    8.597526e-06    2.088533e-06 
	   displacement        2.283839e+01    5.598935e-02    2.506150e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    1.293463e-07    0.000000e+00 
	   energy              2.088533e-04    1.153514e-05    2.088533e-06 
	   displacement        2.283839e+01    1.010322e+00    3.565597e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.198640
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    2.017644e-07    0.000000e+00 
	   energy              2.088533e-04    2.028370e-04    2.088533e-06 
	   displacement        2.283839e+01    6.584453e+01    1.870677e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.150000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    1.676260e-07    0.000000e+00 
	   energy              2.088533e-04    1.181178e-04    2.088533e-06 
	   displacement        2.283839e+01    3.406883e+01    3.768993e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 0.389159
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    1.116886e-07    0.000000e+00 
	   energy              2.088533e-04    8.031582e-05    2.088533e-06 
	   displacement        2.283839e+01    2.270621e+02    1.176757e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    3.002232e-09    0.000000e+00 
	   energy              2.088533e-04    4.420363e-05    2.088533e-06 
	   displacement        2.283839e+01    5.024563e+02    3.168099e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 8
	step from line search         = 0.035926
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    2.795053e-09    0.000000e+00 
	   energy              2.088533e-04    7.173977e-07    2.088533e-06 
	   displacement        2.283839e+01    5.164286e-02    3.156039e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 9
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    1.862687e-07    0.000000e+00 
	   energy              2.088533e-04    7.594450e-05    2.088533e-06 
	   displacement        2.283839e+01    1.137593e+01    2.996712e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    7.300474e-09    0.000000e+00 
	   energy              2.088533e-04    9.592914e-06    2.088533e-06 
	   displacement        2.283839e+01    8.595696e+00    2.852782e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    1.195203e-10    0.000000e+00 
	   energy              2.088533e-04    2.164783e-07    2.088533e-06 
	   displacement        2.283839e+01    7.942612e-01    2.908326e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 12
	step from line search         = 0.123959
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    9.232972e-11    0.000000e+00 
	   energy              2.088533e-04    1.003803e-08    2.088533e-06 
	   displacement        2.283839e+01    1.113049e-02    2.907545e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    1.137359e-10    0.000000e+00 
	   energy              2.088533e-04    3.887698e-08    2.088533e-06 
	   displacement        2.283839e+01    7.096206e-01    2.903394e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.123697
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 14
	step from line search         = 0.256168
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.759630e-07    6.597709e-11    0.000000e+00 
	   energy              2.088533e-04    1.634197e-10    2.088533e-06 
	   displacement        2.283839e+01    2.331923e-04    2.904799e-03 

------- converged at time : 0.123697

 ]0;(step 1/2: 12%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0509818


===== beginning time step 5 : 0.174679 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    2.172630e-06    0.000000e+00 
	   energy              8.687078e-04    7.417030e-05    8.687078e-06 
	   displacement        9.652321e+01    9.652321e+01    9.652321e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    2.814839e-07    0.000000e+00 
	   energy              8.687078e-04    2.748226e-05    8.687078e-06 
	   displacement        9.652321e+01    2.089133e-01    1.051941e-04 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    7.877926e-07    0.000000e+00 
	   energy              8.687078e-04    6.102662e-05    8.687078e-06 
	   displacement        9.652321e+01    2.345642e+01    2.203430e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.131679
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    6.091476e-07    0.000000e+00 
	   energy              8.687078e-04    6.029990e-04    8.687078e-06 
	   displacement        9.652321e+01    8.217732e+01    5.339233e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.079570
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    5.569789e-07    0.000000e+00 
	   energy              8.687078e-04    3.665930e-04    8.687078e-06 
	   displacement        9.652321e+01    4.310519e+01    8.604153e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 0.081028
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    5.468131e-07    0.000000e+00 
	   energy              8.687078e-04    2.735611e-04    8.687078e-06 
	   displacement        9.652321e+01    4.156993e+01    1.265176e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 0.218520
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    7.355644e-07    0.000000e+00 
	   energy              8.687078e-04    2.631769e-04    8.687078e-06 
	   displacement        9.652321e+01    2.416340e+02    2.607443e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 0.380724
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    4.727124e-07    0.000000e+00 
	   energy              8.687078e-04    3.624372e-06    8.687078e-06 
	   displacement        9.652321e+01    4.713744e+02    5.247518e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 0.246498
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    2.697445e-07    0.000000e+00 
	   energy              8.687078e-04    1.436284e-06    8.687078e-06 
	   displacement        9.652321e+01    7.209302e+01    6.522768e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 10
	step from line search         = 0.095591
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    2.206926e-07    0.000000e+00 
	   energy              8.687078e-04    1.142739e-06    8.687078e-06 
	   displacement        9.652321e+01    6.123476e+00    6.919038e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 11
	step from line search         = 0.082876
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.858090e-07    0.000000e+00 
	   energy              8.687078e-04    1.083516e-06    8.687078e-06 
	   displacement        9.652321e+01    3.792521e+00    7.238756e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 12
	step from line search         = 0.090771
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.536898e-07    0.000000e+00 
	   energy              8.687078e-04    1.139159e-06    8.687078e-06 
	   displacement        9.652321e+01    3.842429e+00    7.567651e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 13
	step from line search         = 0.107402
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.224989e-07    0.000000e+00 
	   energy              8.687078e-04    1.238853e-06    8.687078e-06 
	   displacement        9.652321e+01    4.455732e+00    7.929623e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 14
	step from line search         = 0.274571
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    6.497948e-08    0.000000e+00 
	   energy              8.687078e-04    2.878167e-06    8.687078e-06 
	   displacement        9.652321e+01    2.350261e+01    8.792305e-03 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 41
	stiffness matrix reformations = 15
	step from line search         = 0.082178
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    5.473786e-08    0.000000e+00 
	   energy              8.687078e-04    7.767369e-07    8.687078e-06 
	   displacement        9.652321e+01    1.162075e+00    8.988750e-03 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 47
	stiffness matrix reformations = 16
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.558322e-08    0.000000e+00 
	   energy              8.687078e-04    9.924122e-06    8.687078e-06 
	   displacement        9.652321e+01    3.679572e+01    1.013502e-02 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 49
	stiffness matrix reformations = 17
	step from line search         = 0.506838
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    4.230825e-09    0.000000e+00 
	   energy              8.687078e-04    3.641794e-06    8.687078e-06 
	   displacement        9.652321e+01    9.815986e+00    1.072665e-02 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 50
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.158515e-09    0.000000e+00 
	   energy              8.687078e-04    3.915173e-06    8.687078e-06 
	   displacement        9.652321e+01    1.345941e+01    1.140873e-02 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 19
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 51
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.742047e-10    0.000000e+00 
	   energy              8.687078e-04    1.840953e-07    8.687078e-06 
	   displacement        9.652321e+01    4.294670e-01    1.144150e-02 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 20
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 52
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    2.254100e-11    0.000000e+00 
	   energy              8.687078e-04    4.807602e-08    8.687078e-06 
	   displacement        9.652321e+01    2.824882e-01    1.148645e-02 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 21
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 53
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    7.770051e-12    0.000000e+00 
	   energy              8.687078e-04    2.416346e-08    8.687078e-06 
	   displacement        9.652321e+01    8.382003e-02    1.151071e-02 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 22
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 54
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    4.924281e-13    0.000000e+00 
	   energy              8.687078e-04    7.373750e-09    8.687078e-06 
	   displacement        9.652321e+01    3.092600e-02    1.152798e-02 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 23
 Nonlinear solution status: time= 0.174679
	stiffness updates             = 0
	right hand side evaluations   = 55
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.046169e-07    1.206488e-19    0.000000e+00 
	   energy              8.687078e-04    7.388631e-14    8.687078e-06 
	   displacement        9.652321e+01    5.396947e-05    1.152799e-02 

------- converged at time : 0.174679

 ]0;(step 1/2: 17%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0411908


===== beginning time step 6 : 0.21587 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    2.179588e-06    0.000000e+00 
	   energy              7.459426e-05    5.390483e-05    7.459426e-07 
	   displacement        2.714184e+00    2.714184e+00    2.714184e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    4.868654e-08    0.000000e+00 
	   energy              7.459426e-05    7.407601e-06    7.459426e-07 
	   displacement        2.714184e+00    3.870402e-02    3.367274e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    9.467180e-09    0.000000e+00 
	   energy              7.459426e-05    1.395111e-06    7.459426e-07 
	   displacement        2.714184e+00    8.966694e-02    4.482149e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    1.108368e-08    0.000000e+00 
	   energy              7.459426e-05    1.727816e-06    7.459426e-07 
	   displacement        2.714184e+00    5.301689e-01    7.813189e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.557466
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    1.543199e-08    0.000000e+00 
	   energy              7.459426e-05    9.931637e-06    7.459426e-07 
	   displacement        2.714184e+00    3.355851e+01    7.172625e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.424996
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    2.293423e-08    0.000000e+00 
	   energy              7.459426e-05    2.688785e-06    7.459426e-07 
	   displacement        2.714184e+00    1.067963e+01    1.250652e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.365754
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    1.031163e-08    0.000000e+00 
	   energy              7.459426e-05    1.134679e-06    7.459426e-07 
	   displacement        2.714184e+00    2.563784e+00    1.556447e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 0.414614
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    3.821910e-09    0.000000e+00 
	   energy              7.459426e-05    6.531069e-07    7.459426e-07 
	   displacement        2.714184e+00    1.114203e+00    1.769743e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 0.353373
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    2.543210e-09    0.000000e+00 
	   energy              7.459426e-05    2.587397e-07    7.459426e-07 
	   displacement        2.714184e+00    3.102477e-01    1.880543e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 0.356826
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    1.063874e-09    0.000000e+00 
	   energy              7.459426e-05    1.675957e-08    7.459426e-07 
	   displacement        2.714184e+00    1.181315e-01    1.948153e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 11
	step from line search         = 0.037933
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    9.847378e-10    0.000000e+00 
	   energy              7.459426e-05    8.135326e-10    7.459426e-07 
	   displacement        2.714184e+00    6.151904e-04    1.952963e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 12
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    2.655232e-10    0.000000e+00 
	   energy              7.459426e-05    3.793458e-08    7.459426e-07 
	   displacement        2.714184e+00    9.966336e-02    2.015138e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    3.629593e-13    0.000000e+00 
	   energy              7.459426e-05    8.119253e-10    7.459426e-07 
	   displacement        2.714184e+00    9.243889e-02    2.068932e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.21587
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.999051e-06    3.563101e-19    0.000000e+00 
	   energy              7.459426e-05    2.233066e-13    7.459426e-07 
	   displacement        2.714184e+00    9.067319e-05    2.069141e-04 

------- converged at time : 0.21587

 ]0;(step 1/2: 22%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0432549


===== beginning time step 7 : 0.259125 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    3.657668e-06    0.000000e+00 
	   energy              7.242657e-04    1.069096e-04    7.242657e-06 
	   displacement        7.136731e+01    7.136731e+01    7.136731e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    2.474247e-07    0.000000e+00 
	   energy              7.242657e-04    2.858771e-05    7.242657e-06 
	   displacement        7.136731e+01    2.410693e-01    7.944646e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    3.228533e-07    0.000000e+00 
	   energy              7.242657e-04    2.489930e-05    7.242657e-06 
	   displacement        7.136731e+01    3.901040e+00    1.161554e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    6.845540e-07    0.000000e+00 
	   energy              7.242657e-04    6.162957e-06    7.242657e-06 
	   displacement        7.136731e+01    7.863252e+01    3.760070e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.447312
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    8.084243e-07    0.000000e+00 
	   energy              7.242657e-04    5.996306e-05    7.242657e-06 
	   displacement        7.136731e+01    7.099721e+02    2.097275e-03 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.305133
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    3.978582e-07    0.000000e+00 
	   energy              7.242657e-04    5.008756e-06    7.242657e-06 
	   displacement        7.136731e+01    1.073784e+02    3.150694e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 7
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    1.143249e-07    0.000000e+00 
	   energy              7.242657e-04    5.096216e-05    7.242657e-06 
	   displacement        7.136731e+01    1.454931e+02    4.643890e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 8
	step from line search         = 0.358984
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    4.871648e-08    0.000000e+00 
	   energy              7.242657e-04    1.609039e-05    7.242657e-06 
	   displacement        7.136731e+01    1.919906e+01    5.248423e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 9
	step from line search         = 0.525267
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    1.380970e-08    0.000000e+00 
	   energy              7.242657e-04    1.024134e-05    7.242657e-06 
	   displacement        7.136731e+01    1.671016e+01    5.841280e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    7.620402e-10    0.000000e+00 
	   energy              7.242657e-04    2.903936e-06    7.242657e-06 
	   displacement        7.136731e+01    1.396903e+01    6.414227e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    2.201884e-11    0.000000e+00 
	   energy              7.242657e-04    1.243901e-08    7.242657e-06 
	   displacement        7.136731e+01    9.582712e-03    6.408735e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.259125
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.305745e-06    1.847944e-17    0.000000e+00 
	   energy              7.242657e-04    1.131766e-12    7.242657e-06 
	   displacement        7.136731e+01    6.164582e-04    6.406568e-03 

------- converged at time : 0.259125

 ]0;(step 1/2: 26%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0499527


===== beginning time step 8 : 0.309077 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    4.186191e-06    0.000000e+00 
	   energy              1.946847e-04    9.856231e-05    1.946847e-06 
	   displacement        1.120348e+01    1.120348e+01    1.120348e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    6.896309e-08    0.000000e+00 
	   energy              1.946847e-04    1.159612e-05    1.946847e-06 
	   displacement        1.120348e+01    6.593222e-02    1.289338e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    6.239229e-08    0.000000e+00 
	   energy              1.946847e-04    4.864476e-06    1.946847e-06 
	   displacement        1.120348e+01    2.547981e-01    1.647778e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    4.872584e-08    0.000000e+00 
	   energy              1.946847e-04    5.416741e-06    1.946847e-06 
	   displacement        1.120348e+01    8.377149e-01    2.433700e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.452476
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    1.608804e-07    0.000000e+00 
	   energy              1.946847e-04    7.618247e-07    1.946847e-06 
	   displacement        1.120348e+01    5.065648e+01    1.365027e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.521760
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    5.887724e-08    0.000000e+00 
	   energy              1.946847e-04    1.360333e-06    1.946847e-06 
	   displacement        1.120348e+01    7.726041e+01    4.047117e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.276350
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    3.172418e-08    0.000000e+00 
	   energy              1.946847e-04    9.807288e-07    1.946847e-06 
	   displacement        1.120348e+01    5.338034e+00    4.963159e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 0.206670
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    2.041637e-08    0.000000e+00 
	   energy              1.946847e-04    1.137455e-07    1.946847e-06 
	   displacement        1.120348e+01    1.648273e+00    5.512242e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 0.150121
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    1.481403e-08    0.000000e+00 
	   energy              1.946847e-04    6.982637e-08    1.946847e-06 
	   displacement        1.120348e+01    5.482388e-01    5.842650e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 0.180549
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    9.991463e-09    0.000000e+00 
	   energy              1.946847e-04    7.940993e-08    1.946847e-06 
	   displacement        1.120348e+01    5.420016e-01    6.179263e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 11
	step from line search         = 0.166361
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    6.973206e-09    0.000000e+00 
	   energy              1.946847e-04    5.458370e-08    1.946847e-06 
	   displacement        1.120348e+01    3.147590e-01    6.441612e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 12
	step from line search         = 0.150607
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    5.185565e-09    0.000000e+00 
	   energy              1.946847e-04    1.209200e-08    1.946847e-06 
	   displacement        1.120348e+01    1.834189e-01    6.645435e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 13
	step from line search         = 0.367529
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    2.290184e-09    0.000000e+00 
	   energy              1.946847e-04    3.736975e-09    1.946847e-06 
	   displacement        1.120348e+01    7.373499e-01    7.059202e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 14
	step from line search         = 0.415845
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    7.914562e-10    0.000000e+00 
	   energy              1.946847e-04    4.717368e-08    1.946847e-06 
	   displacement        1.120348e+01    3.819041e-01    7.358637e-04 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 15
	step from line search         = 0.337706
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    3.660846e-10    0.000000e+00 
	   energy              1.946847e-04    3.311122e-09    1.946847e-06 
	   displacement        1.120348e+01    9.104187e-02    7.505304e-04 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    1.044563e-11    0.000000e+00 
	   energy              1.946847e-04    1.454064e-08    1.946847e-06 
	   displacement        1.120348e+01    2.821748e-01    7.753286e-04 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.309077
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.664053e-06    4.546105e-17    0.000000e+00 
	   energy              1.946847e-04    5.960226e-12    1.946847e-06 
	   displacement        1.120348e+01    5.477799e-04    7.752619e-04 

------- converged at time : 0.309077

 ]0;(step 1/2: 31%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0469285


===== beginning time step 9 : 0.356006 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.379226e-06    5.550758e-06    0.000000e+00 
	   energy              5.051263e-04    1.353134e-04    5.051263e-06 
	   displacement        4.076522e+01    4.076522e+01    4.076522e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.379226e-06    1.520332e-07    0.000000e+00 
	   energy              5.051263e-04    2.131919e-05    5.051263e-06 
	   displacement        4.076522e+01    1.294157e-01    4.523664e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.379226e-06    2.546794e-07    0.000000e+00 
	   energy              5.051263e-04    1.508863e-05    5.051263e-06 
	   displacement        4.076522e+01    1.369581e+00    6.093384e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.379226e-06    2.320134e-07    0.000000e+00 
	   energy              5.051263e-04    5.704659e-06    5.051263e-06 
	   displacement        4.076522e+01    3.656929e+00    9.236005e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.379226e-06    1.306924e-06    0.000000e+00 
	   energy              5.051263e-04    5.395464e-04    5.051263e-06 
	   displacement        4.076522e+01    2.780913e+02    6.660256e-04 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 0.424196
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    1.206496e-06    0.000000e+00 
	   energy              5.395464e-04    2.597468e-05    5.395464e-06 
	   displacement        4.076522e+01    1.161329e+02    1.330071e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 0.422790
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    4.659062e-07    0.000000e+00 
	   energy              5.395464e-04    1.179437e-05    5.395464e-06 
	   displacement        4.076522e+01    4.961339e+01    1.864269e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.256742
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    2.615094e-07    0.000000e+00 
	   energy              5.395464e-04    9.558586e-07    5.395464e-06 
	   displacement        4.076522e+01    6.304984e+00    2.062179e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 0.210295
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    1.671218e-07    0.000000e+00 
	   energy              5.395464e-04    2.642486e-07    5.395464e-06 
	   displacement        4.076522e+01    2.609743e+00    2.192199e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 0.300325
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    8.312900e-08    0.000000e+00 
	   energy              5.395464e-04    1.224509e-06    5.395464e-06 
	   displacement        4.076522e+01    3.220828e+00    2.336213e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 0.266032
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    4.597399e-08    0.000000e+00 
	   energy              5.395464e-04    1.709005e-07    5.395464e-06 
	   displacement        4.076522e+01    1.375811e+00    2.429631e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 0.275377
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    2.436242e-08    0.000000e+00 
	   energy              5.395464e-04    2.949853e-07    5.395464e-06 
	   displacement        4.076522e+01    7.777983e-01    2.500354e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 13
	step from line search         = 0.223283
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    1.478028e-08    0.000000e+00 
	   energy              5.395464e-04    1.428938e-07    5.395464e-06 
	   displacement        4.076522e+01    3.055685e-01    2.544919e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 14
	step from line search         = 0.235692
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    8.923255e-09    0.000000e+00 
	   energy              5.395464e-04    1.585668e-08    5.395464e-06 
	   displacement        4.076522e+01    2.087177e-01    2.580976e-03 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 15
	step from line search         = 0.159885
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    6.464214e-09    0.000000e+00 
	   energy              5.395464e-04    2.716027e-09    5.395464e-06 
	   displacement        4.076522e+01    5.557916e-02    2.599137e-03 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 16
	step from line search         = 0.290149
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    3.270869e-09    0.000000e+00 
	   energy              5.395464e-04    1.691100e-08    5.395464e-06 
	   displacement        4.076522e+01    1.285214e-01    2.627108e-03 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 17
	step from line search         = 0.250831
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    1.847519e-09    0.000000e+00 
	   energy              5.395464e-04    6.257072e-09    5.395464e-06 
	   displacement        4.076522e+01    5.274832e-02    2.645043e-03 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 18
	step from line search         = 0.508074
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    4.574786e-10    0.000000e+00 
	   energy              5.395464e-04    9.438464e-09    5.395464e-06 
	   displacement        4.076522e+01    1.248118e-01    2.672016e-03 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 19
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    2.395060e-13    0.000000e+00 
	   energy              5.395464e-04    2.361443e-09    5.395464e-06 
	   displacement        4.076522e+01    1.204878e-01    2.697642e-03 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 20
 Nonlinear solution status: time= 0.356006
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.306924e-06    7.050767e-20    0.000000e+00 
	   energy              5.395464e-04    8.227653e-14    5.395464e-06 
	   displacement        4.076522e+01    5.631692e-05    2.698172e-03 

------- converged at time : 0.356006

 ]0;(step 1/2: 36%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0406546


===== beginning time step 10 : 0.39666 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    6.617702e-06    0.000000e+00 
	   energy              3.489573e-04    1.543593e-04    3.489573e-06 
	   displacement        2.169128e+01    2.169128e+01    2.169128e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    8.101689e-08    0.000000e+00 
	   energy              3.489573e-04    1.411246e-05    3.489573e-06 
	   displacement        2.169128e+01    8.825551e-02    2.437269e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    1.204570e-07    0.000000e+00 
	   energy              3.489573e-04    9.738539e-06    3.489573e-06 
	   displacement        2.169128e+01    7.582273e-01    3.286396e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    2.474013e-07    0.000000e+00 
	   energy              3.489573e-04    2.100226e-05    3.489573e-06 
	   displacement        2.169128e+01    1.327355e+00    4.641229e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    2.563693e-07    0.000000e+00 
	   energy              3.489573e-04    1.301253e-05    3.489573e-06 
	   displacement        2.169128e+01    2.678409e+01    1.396237e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    7.961545e-07    0.000000e+00 
	   energy              3.489573e-04    1.919190e-04    3.489573e-06 
	   displacement        2.169128e+01    1.952165e+02    6.357955e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    1.556719e-07    0.000000e+00 
	   energy              3.489573e-04    4.433074e-05    3.489573e-06 
	   displacement        2.169128e+01    6.351148e+01    1.092738e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    3.147169e-08    0.000000e+00 
	   energy              3.489573e-04    5.182632e-06    3.489573e-06 
	   displacement        2.169128e+01    5.252596e-01    1.104158e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    5.024017e-07    0.000000e+00 
	   energy              3.489573e-04    3.337816e-05    3.489573e-06 
	   displacement        2.169128e+01    2.340501e+01    1.186761e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    1.190617e-08    0.000000e+00 
	   energy              3.489573e-04    2.056380e-06    3.489573e-06 
	   displacement        2.169128e+01    7.799554e+00    1.192076e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 11
	step from line search         = 0.494048
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    3.143248e-09    0.000000e+00 
	   energy              3.489573e-04    8.015930e-08    3.489573e-06 
	   displacement        2.169128e+01    2.627008e-01    1.216352e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 0.060146
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    2.775576e-09    0.000000e+00 
	   energy              3.489573e-04    1.501659e-09    3.489573e-06 
	   displacement        2.169128e+01    1.398110e-03    1.217931e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 0.079568
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    2.352180e-09    0.000000e+00 
	   energy              3.489573e-04    2.722180e-09    3.489573e-06 
	   displacement        2.169128e+01    2.143201e-03    1.219949e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 14
	step from line search         = 0.070666
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    2.031954e-09    0.000000e+00 
	   energy              3.489573e-04    2.114689e-09    3.489573e-06 
	   displacement        2.169128e+01    1.471541e-03    1.221618e-03 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.39666
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 15
	step from line search         = 0.064094
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.732580e-06    1.780148e-09    0.000000e+00 
	   energy              3.489573e-04    1.702052e-09    3.489573e-06 
	   displacement        2.169128e+01    1.069250e-03    1.223038e-03 

------- converged at time : 0.39666

 ]0;(step 1/2: 40%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 11 : 0.437315 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    7.409328e-06    0.000000e+00 
	   energy              2.477938e-04    1.711925e-04    2.477938e-06 
	   displacement        8.987889e+00    8.987889e+00    8.987889e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    4.255448e-08    0.000000e+00 
	   energy              2.477938e-04    1.075612e-05    2.477938e-06 
	   displacement        8.987889e+00    8.337169e-02    1.068949e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    4.776626e-08    0.000000e+00 
	   energy              2.477938e-04    5.661700e-06    2.477938e-06 
	   displacement        8.987889e+00    2.197951e-01    1.366090e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    1.458372e-07    0.000000e+00 
	   energy              2.477938e-04    1.384783e-06    2.477938e-06 
	   displacement        8.987889e+00    3.022525e-01    1.777323e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    7.662660e-08    0.000000e+00 
	   energy              2.477938e-04    7.494371e-06    2.477938e-06 
	   displacement        8.987889e+00    2.514178e+00    3.303678e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    7.094440e-08    0.000000e+00 
	   energy              2.477938e-04    8.985008e-06    2.477938e-06 
	   displacement        8.987889e+00    4.917798e+00    6.235712e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    1.832118e-08    0.000000e+00 
	   energy              2.477938e-04    5.950393e-06    2.477938e-06 
	   displacement        8.987889e+00    1.457462e+02    3.958285e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    8.639228e-11    0.000000e+00 
	   energy              2.477938e-04    5.437718e-08    2.477938e-06 
	   displacement        8.987889e+00    1.222691e+00    4.386789e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    1.606276e-16    0.000000e+00 
	   energy              2.477938e-04    2.497808e-11    2.477938e-06 
	   displacement        8.987889e+00    3.153112e-03    4.405522e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.437315
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.846358e-06    1.552329e-25    0.000000e+00 
	   energy              2.477938e-04    3.696620e-18    2.477938e-06 
	   displacement        8.987889e+00    7.067400e-08    4.405590e-04 

------- converged at time : 0.437315

 ]0;(step 1/2: 44%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0525237


===== beginning time step 12 : 0.489839 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    9.730034e-06    0.000000e+00 
	   energy              8.509401e-04    2.391703e-04    8.509401e-06 
	   displacement        6.732868e+01    6.732868e+01    6.732868e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    1.888069e-07    0.000000e+00 
	   energy              8.509401e-04    2.880718e-05    8.509401e-06 
	   displacement        6.732868e+01    2.339599e-01    7.505588e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    4.321588e-07    0.000000e+00 
	   energy              8.509401e-04    1.798168e-05    8.509401e-06 
	   displacement        6.732868e+01    3.051881e+00    1.048029e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    9.816358e-07    0.000000e+00 
	   energy              8.509401e-04    1.560488e-04    8.509401e-06 
	   displacement        6.732868e+01    9.409209e+00    1.723201e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    1.004193e-06    0.000000e+00 
	   energy              8.509401e-04    4.170642e-05    8.509401e-06 
	   displacement        6.732868e+01    2.070373e+02    7.352768e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 0.466446
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    9.734635e-07    0.000000e+00 
	   energy              8.509401e-04    2.838717e-05    8.509401e-06 
	   displacement        6.732868e+01    1.130046e+02    1.401169e-03 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    2.935564e-07    0.000000e+00 
	   energy              8.509401e-04    4.403354e-05    8.509401e-06 
	   displacement        6.732868e+01    2.837823e+02    2.929289e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.305066
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    1.509830e-07    0.000000e+00 
	   energy              8.509401e-04    1.566736e-06    8.509401e-06 
	   displacement        6.732868e+01    4.236589e+00    2.986665e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 0.036871
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    1.402256e-07    0.000000e+00 
	   energy              8.509401e-04    2.182037e-09    8.509401e-06 
	   displacement        6.732868e+01    3.938353e-02    2.995744e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 10
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    5.202650e-08    0.000000e+00 
	   energy              8.509401e-04    9.392377e-06    8.509401e-06 
	   displacement        6.732868e+01    6.986688e+00    3.126166e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 11
	step from line search         = 0.113081
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    4.143386e-08    0.000000e+00 
	   energy              8.509401e-04    1.071342e-06    8.509401e-06 
	   displacement        6.732868e+01    1.560660e-01    3.151751e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 12
	step from line search         = 0.079328
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    3.519289e-08    0.000000e+00 
	   energy              8.509401e-04    3.186612e-07    8.509401e-06 
	   displacement        6.732868e+01    6.406706e-02    3.163875e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 13
	step from line search         = 0.041511
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    3.230334e-08    0.000000e+00 
	   energy              8.509401e-04    1.739783e-07    8.509401e-06 
	   displacement        6.732868e+01    1.664807e-02    3.170085e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    2.433502e-08    0.000000e+00 
	   energy              8.509401e-04    1.991751e-06    8.509401e-06 
	   displacement        6.732868e+01    8.918645e+00    3.302349e-03 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    5.972970e-11    0.000000e+00 
	   energy              8.509401e-04    2.884578e-07    8.509401e-06 
	   displacement        6.732868e+01    5.010444e-01    3.291496e-03 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 39
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    9.750869e-12    0.000000e+00 
	   energy              8.509401e-04    1.021239e-08    8.509401e-06 
	   displacement        6.732868e+01    6.216587e-02    3.297352e-03 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.489839
	stiffness updates             = 0
	right hand side evaluations   = 40
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.756429e-06    1.145748e-17    0.000000e+00 
	   energy              8.509401e-04    1.962064e-12    8.509401e-06 
	   displacement        6.732868e+01    7.099457e-05    3.296445e-03 

------- converged at time : 0.489839

 ]0;(step 1/2: 49%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0493435


===== beginning time step 13 : 0.539182 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    1.048036e-05    0.000000e+00 
	   energy              2.811114e-04    2.435165e-04    2.811114e-06 
	   displacement        4.768864e+00    4.768864e+00    4.768864e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    2.983162e-08    0.000000e+00 
	   energy              2.811114e-04    1.065871e-05    2.811114e-06 
	   displacement        4.768864e+00    9.724931e-02    6.137055e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    1.771184e-08    0.000000e+00 
	   energy              2.811114e-04    2.680498e-06    2.811114e-06 
	   displacement        4.768864e+00    8.231671e-02    7.480311e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    7.676883e-08    0.000000e+00 
	   energy              2.811114e-04    4.113498e-07    2.811114e-06 
	   displacement        4.768864e+00    1.644302e-01    9.674709e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    2.968748e-08    0.000000e+00 
	   energy              2.811114e-04    3.048272e-06    2.811114e-06 
	   displacement        4.768864e+00    9.041657e-01    1.617568e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    1.876342e-08    0.000000e+00 
	   energy              2.811114e-04    3.391532e-06    2.811114e-06 
	   displacement        4.768864e+00    1.129907e+00    2.554200e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    1.679971e-08    0.000000e+00 
	   energy              2.811114e-04    2.278225e-07    2.811114e-06 
	   displacement        4.768864e+00    2.973825e+01    1.077936e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    8.849846e-09    0.000000e+00 
	   energy              2.811114e-04    3.656080e-07    2.811114e-06 
	   displacement        4.768864e+00    6.064808e+00    1.452928e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    1.467937e-11    0.000000e+00 
	   energy              2.811114e-04    9.751242e-08    2.811114e-06 
	   displacement        4.768864e+00    1.198449e-01    1.459925e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    3.867060e-16    0.000000e+00 
	   energy              2.811114e-04    3.576377e-11    2.811114e-06 
	   displacement        4.768864e+00    1.867308e-03    1.464834e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.539182
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.004069e-05    6.775969e-25    0.000000e+00 
	   energy              2.811114e-04    1.392847e-17    2.811114e-06 
	   displacement        4.768864e+00    9.600583e-08    1.464885e-04 

------- converged at time : 0.539182

 ]0;(step 1/2: 54%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0578411


===== beginning time step 14 : 0.597023 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    1.368914e-05    0.000000e+00 
	   energy              1.191869e-03    3.448644e-04    1.191869e-05 
	   displacement        9.381946e+01    9.381946e+01    9.381946e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    2.373825e-07    0.000000e+00 
	   energy              1.191869e-03    3.832627e-05    1.191869e-05 
	   displacement        9.381946e+01    3.755093e-01    1.054206e-04 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    5.119729e-07    0.000000e+00 
	   energy              1.191869e-03    2.858930e-05    1.191869e-05 
	   displacement        9.381946e+01    3.592989e+00    1.429637e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    2.924153e-06    0.000000e+00 
	   energy              1.191869e-03    5.179231e-04    1.191869e-05 
	   displacement        9.381946e+01    2.411978e+01    2.732295e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    1.418257e-06    0.000000e+00 
	   energy              1.191869e-03    5.165585e-05    1.191869e-05 
	   displacement        9.381946e+01    6.767653e+00    3.590109e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    2.535189e-06    0.000000e+00 
	   energy              1.191869e-03    3.304232e-04    1.191869e-05 
	   displacement        9.381946e+01    1.191230e+02    8.420678e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    8.141805e-07    0.000000e+00 
	   energy              1.191869e-03    1.442760e-04    1.191869e-05 
	   displacement        9.381946e+01    6.300111e+01    1.350210e-03 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.229815
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    7.555213e-07    0.000000e+00 
	   energy              1.191869e-03    3.029737e-05    1.191869e-05 
	   displacement        9.381946e+01    2.118940e+01    1.705783e-03 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 0.575792
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    2.610630e-07    0.000000e+00 
	   energy              1.191869e-03    7.125978e-05    1.191869e-05 
	   displacement        9.381946e+01    9.012435e+01    2.506111e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    6.988011e-07    0.000000e+00 
	   energy              1.191869e-03    1.763584e-05    1.191869e-05 
	   displacement        9.381946e+01    7.639052e+01    3.198983e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    2.724025e-09    0.000000e+00 
	   energy              1.191869e-03    2.185976e-06    1.191869e-05 
	   displacement        9.381946e+01    1.113260e+00    3.296789e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    3.631987e-11    0.000000e+00 
	   energy              1.191869e-03    8.434557e-08    1.191869e-05 
	   displacement        9.381946e+01    3.325014e-01    3.250694e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.597023
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095981e-05    1.732558e-17    0.000000e+00 
	   energy              1.191869e-03    1.084873e-12    1.191869e-05 
	   displacement        9.381946e+01    2.900169e-04    3.251027e-03 

------- converged at time : 0.597023

 ]0;(step 1/2: 60%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0609681


===== beginning time step 15 : 0.657991 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    1.478524e-05    0.000000e+00 
	   energy              4.172040e-04    3.501099e-04    4.172040e-06 
	   displacement        8.158945e+00    8.158945e+00    8.158945e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    3.743600e-08    0.000000e+00 
	   energy              4.172040e-04    1.352478e-05    4.172040e-06 
	   displacement        8.158945e+00    1.385940e-01    1.025860e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    2.323276e-08    0.000000e+00 
	   energy              4.172040e-04    3.291450e-06    4.172040e-06 
	   displacement        8.158945e+00    1.074606e-01    1.217799e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    1.997679e-07    0.000000e+00 
	   energy              4.172040e-04    1.855774e-06    4.172040e-06 
	   displacement        8.158945e+00    3.224810e-01    1.604770e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    6.182905e-08    0.000000e+00 
	   energy              4.172040e-04    5.383856e-06    4.172040e-06 
	   displacement        8.158945e+00    2.890673e+00    3.173123e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    2.145093e-08    0.000000e+00 
	   energy              4.172040e-04    1.755013e-06    4.172040e-06 
	   displacement        8.158945e+00    1.812155e-01    3.614874e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    1.395753e-08    0.000000e+00 
	   energy              4.172040e-04    1.792204e-06    4.172040e-06 
	   displacement        8.158945e+00    1.318447e+01    9.045871e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    5.899326e-09    0.000000e+00 
	   energy              4.172040e-04    5.062458e-06    4.172040e-06 
	   displacement        8.158945e+00    8.029850e+00    1.513157e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    1.950146e-09    0.000000e+00 
	   energy              4.172040e-04    1.521412e-06    4.172040e-06 
	   displacement        8.158945e+00    1.306178e+00    1.749725e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    3.169572e-11    0.000000e+00 
	   energy              4.172040e-04    5.938391e-08    4.172040e-06 
	   displacement        8.158945e+00    3.904972e-02    1.779392e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.657991
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.411197e-05    1.334755e-17    0.000000e+00 
	   energy              4.172040e-04    1.877487e-12    4.172040e-06 
	   displacement        8.158945e+00    1.997524e-05    1.778339e-04 

------- converged at time : 0.657991

 ]0;(step 1/2: 66%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0675156


===== beginning time step 16 : 0.725507 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    1.869480e-05    0.000000e+00 
	   energy              1.448875e-03    4.731672e-04    1.448875e-05 
	   displacement        1.058724e+02    1.058724e+02    1.058724e-04 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    2.434770e-07    0.000000e+00 
	   energy              1.448875e-03    4.336194e-05    1.448875e-05 
	   displacement        1.058724e+02    5.397747e-01    1.206027e-04 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    6.122352e-07    0.000000e+00 
	   energy              1.448875e-03    2.994223e-05    1.448875e-05 
	   displacement        1.058724e+02    3.361912e+00    1.586655e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.600017
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    5.945967e-06    0.000000e+00 
	   energy              1.448875e-03    5.974467e-05    1.448875e-05 
	   displacement        1.058724e+02    1.621865e+01    2.652469e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    5.655611e-06    0.000000e+00 
	   energy              1.448875e-03    7.008307e-04    1.448875e-05 
	   displacement        1.058724e+02    3.212771e+01    4.697620e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.521109
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    7.044009e-06    0.000000e+00 
	   energy              1.448875e-03    4.091776e-04    1.448875e-05 
	   displacement        1.058724e+02    5.753192e+00    5.658451e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    2.200364e-06    0.000000e+00 
	   energy              1.448875e-03    4.947317e-04    1.448875e-05 
	   displacement        1.058724e+02    3.127836e+01    8.523540e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.430965
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    4.075027e-06    0.000000e+00 
	   energy              1.448875e-03    2.407222e-04    1.448875e-05 
	   displacement        1.058724e+02    5.410496e+00    9.593726e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 0.113991
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    3.243962e-06    0.000000e+00 
	   energy              1.448875e-03    2.247123e-05    1.448875e-05 
	   displacement        1.058724e+02    1.664588e+00    1.039156e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 10
	step from line search         = 0.049989
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    2.929181e-06    0.000000e+00 
	   energy              1.448875e-03    5.555783e-06    1.448875e-05 
	   displacement        1.058724e+02    2.377753e-01    1.069990e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 11
	step from line search         = 0.034406
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    2.731482e-06    0.000000e+00 
	   energy              1.448875e-03    2.948895e-06    1.448875e-05 
	   displacement        1.058724e+02    9.951599e-02    1.090104e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 12
	step from line search         = 0.034104
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    2.550909e-06    0.000000e+00 
	   energy              1.448875e-03    2.458466e-06    1.448875e-05 
	   displacement        1.058724e+02    8.989030e-02    1.109355e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 13
	step from line search         = 0.025485
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    2.423524e-06    0.000000e+00 
	   energy              1.448875e-03    1.378647e-06    1.448875e-05 
	   displacement        1.058724e+02    4.904399e-02    1.123699e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 43
	stiffness matrix reformations = 14
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    1.536952e-06    0.000000e+00 
	   energy              1.448875e-03    2.269157e-04    1.448875e-05 
	   displacement        1.058724e+02    1.697335e+01    1.406626e-03 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.725507
	stiffness updates             = 0
	right hand side evaluations   = 44
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.549260e-05    1.085014e-06    0.000000e+00 
	   energy              1.448875e-03    1.693303e-04    1.448875e-05 
	   displacement        1.058724e+02    3.417402e+01    1.836910e-03 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

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


------- failed to converge at time : 0.725507

Retrying time step. Retry attempt 1 of max 25


AUTO STEPPER: retry step, dt = 0.0649189


===== beginning time step 16 : 0.72291 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    1.859134e-05    0.000000e+00 
	   energy              1.396197e-03    4.690701e-04    1.396197e-05 
	   displacement        1.006921e+02    1.006921e+02    1.006921e-04 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    2.326632e-07    0.000000e+00 
	   energy              1.396197e-03    4.210138e-05    1.396197e-05 
	   displacement        1.006921e+02    5.163172e-01    1.147345e-04 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    5.821872e-07    0.000000e+00 
	   energy              1.396197e-03    2.897499e-05    1.396197e-05 
	   displacement        1.006921e+02    3.181837e+00    1.508331e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.586003
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    6.645806e-06    0.000000e+00 
	   energy              1.396197e-03    7.957603e-05    1.396197e-05 
	   displacement        1.006921e+02    1.344666e+01    2.436264e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    4.197657e-06    0.000000e+00 
	   energy              1.396197e-03    4.697991e-04    1.396197e-05 
	   displacement        1.006921e+02    2.824491e+01    4.262399e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.565298
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    4.094598e-06    0.000000e+00 
	   energy              1.396197e-03    3.078068e-04    1.396197e-05 
	   displacement        1.006921e+02    1.855931e+01    6.114796e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.465501
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    1.783774e-06    0.000000e+00 
	   energy              1.396197e-03    9.089101e-05    1.396197e-05 
	   displacement        1.006921e+02    1.457459e+01    7.911445e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 0.282114
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    1.263130e-06    0.000000e+00 
	   energy              1.396197e-03    2.065702e-05    1.396197e-05 
	   displacement        1.006921e+02    6.925483e+00    9.354773e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 0.510684
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    5.760330e-07    0.000000e+00 
	   energy              1.396197e-03    1.775611e-05    1.396197e-05 
	   displacement        1.006921e+02    9.758533e+00    1.123272e-03 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 10
	step from line search         = 0.180388
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    4.449155e-07    0.000000e+00 
	   energy              1.396197e-03    1.211665e-05    1.396197e-05 
	   displacement        1.006921e+02    5.244859e-01    1.167031e-03 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 11
	step from line search         = 0.426433
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    4.686796e-07    0.000000e+00 
	   energy              1.396197e-03    4.603488e-06    1.396197e-05 
	   displacement        1.006921e+02    9.218590e+00    1.375793e-03 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 12
	step from line search         = 0.516765
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    2.835627e-07    0.000000e+00 
	   energy              1.396197e-03    5.495092e-06    1.396197e-05 
	   displacement        1.006921e+02    5.483265e+00    1.520568e-03 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 13
	step from line search         = 0.302186
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    2.987251e-07    0.000000e+00 
	   energy              1.396197e-03    1.511141e-06    1.396197e-05 
	   displacement        1.006921e+02    1.031775e+00    1.589781e-03 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    3.733909e-07    0.000000e+00 
	   energy              1.396197e-03    3.997846e-05    1.396197e-05 
	   displacement        1.006921e+02    7.797778e+00    1.808797e-03 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    8.468814e-07    0.000000e+00 
	   energy              1.396197e-03    1.424063e-04    1.396197e-05 
	   displacement        1.006921e+02    5.530902e+00    1.950564e-03 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 16
	step from line search         = 0.046520
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    7.712528e-07    0.000000e+00 
	   energy              1.396197e-03    1.859479e-06    1.396197e-05 
	   displacement        1.006921e+02    5.536533e-02    1.970409e-03 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    3.365232e-07    0.000000e+00 
	   energy              1.396197e-03    1.766414e-05    1.396197e-05 
	   displacement        1.006921e+02    2.951654e+01    2.457411e-03 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    2.255043e-07    0.000000e+00 
	   energy              1.396197e-03    2.881705e-05    1.396197e-05 
	   displacement        1.006921e+02    3.820802e+00    2.515169e-03 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 19
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    7.404215e-10    0.000000e+00 
	   energy              1.396197e-03    2.407805e-06    1.396197e-05 
	   displacement        1.006921e+02    6.351196e-01    2.442991e-03 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 20
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    2.174657e-11    0.000000e+00 
	   energy              1.396197e-03    9.165736e-09    1.396197e-05 
	   displacement        1.006921e+02    1.527834e-02    2.436938e-03 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 21
 Nonlinear solution status: time= 0.72291
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.548114e-05    2.485749e-16    0.000000e+00 
	   energy              1.396197e-03    6.484557e-12    1.396197e-05 
	   displacement        1.006921e+02    2.700672e-04    2.435422e-03 

------- converged at time : 0.72291

 ]0;(step 1/2: 72%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0548819


===== beginning time step 17 : 0.777792 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    2.002676e-05    0.000000e+00 
	   energy              5.572578e-04    4.988101e-04    5.572578e-06 
	   displacement        7.087511e+00    7.087511e+00    7.087511e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    2.986032e-08    0.000000e+00 
	   energy              5.572578e-04    1.390073e-05    5.572578e-06 
	   displacement        7.087511e+00    1.651722e-01    9.232481e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    2.960886e-08    0.000000e+00 
	   energy              5.572578e-04    3.811835e-06    5.572578e-06 
	   displacement        7.087511e+00    1.144622e-01    1.113094e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    2.977689e-08    0.000000e+00 
	   energy              5.572578e-04    3.952503e-06    5.572578e-06 
	   displacement        7.087511e+00    3.069797e-01    1.485830e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    3.637317e-08    0.000000e+00 
	   energy              5.572578e-04    1.079078e-06    5.572578e-06 
	   displacement        7.087511e+00    1.586915e+00    2.530658e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    3.722753e-08    0.000000e+00 
	   energy              5.572578e-04    9.835170e-07    5.572578e-06 
	   displacement        7.087511e+00    8.587364e-01    3.437527e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    6.201296e-08    0.000000e+00 
	   energy              5.572578e-04    6.928887e-06    5.572578e-06 
	   displacement        7.087511e+00    1.345048e+00    4.848352e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    3.681354e-09    0.000000e+00 
	   energy              5.572578e-04    1.832608e-06    5.572578e-06 
	   displacement        7.087511e+00    1.146974e+00    6.409397e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    1.261520e-09    0.000000e+00 
	   energy              5.572578e-04    8.400740e-07    5.572578e-06 
	   displacement        7.087511e+00    5.495623e-01    7.606896e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    6.149355e-11    0.000000e+00 
	   energy              5.572578e-04    3.316870e-07    5.572578e-06 
	   displacement        7.087511e+00    3.793013e-01    8.692186e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    8.634344e-13    0.000000e+00 
	   energy              5.572578e-04    1.200136e-08    5.572578e-06 
	   displacement        7.087511e+00    2.913552e-02    8.998566e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.777792
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.944801e-05    1.139562e-18    0.000000e+00 
	   energy              5.572578e-04    4.944222e-13    5.572578e-06 
	   displacement        7.087511e+00    3.115899e-05    9.008444e-05 

------- converged at time : 0.777792

 ]0;(step 1/2: 78%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0602074


===== beginning time step 18 : 0.838 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    2.383779e-05    0.000000e+00 
	   energy              1.350586e-03    6.156479e-04    1.350586e-05 
	   displacement        8.292556e+01    8.292556e+01    8.292556e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    1.936195e-07    0.000000e+00 
	   energy              1.350586e-03    4.229050e-05    1.350586e-05 
	   displacement        8.292556e+01    4.986658e-01    9.548337e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    5.927324e-07    0.000000e+00 
	   energy              1.350586e-03    3.655059e-05    1.350586e-05 
	   displacement        8.292556e+01    2.608494e+00    1.252729e-04 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    2.611329e-06    0.000000e+00 
	   energy              1.350586e-03    4.443736e-04    1.350586e-05 
	   displacement        8.292556e+01    2.606909e+01    2.536340e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.546207
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    4.954075e-06    0.000000e+00 
	   energy              1.350586e-03    1.019442e-05    1.350586e-05 
	   displacement        8.292556e+01    6.975372e-01    2.630562e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    4.482752e-06    0.000000e+00 
	   energy              1.350586e-03    3.346782e-04    1.350586e-05 
	   displacement        8.292556e+01    7.670670e+00    3.505000e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    1.052640e-05    0.000000e+00 
	   energy              1.350586e-03    9.404954e-04    1.350586e-05 
	   displacement        8.292556e+01    2.712002e+01    5.522818e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 0.394033
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    3.295834e-06    0.000000e+00 
	   energy              1.350586e-03    6.264967e-05    1.350586e-05 
	   displacement        8.292556e+01    1.984831e+00    6.099935e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    6.531125e-07    0.000000e+00 
	   energy              1.350586e-03    6.666939e-06    1.350586e-05 
	   displacement        8.292556e+01    1.991598e+00    6.587914e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 0.570757
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    5.237759e-07    0.000000e+00 
	   energy              1.350586e-03    1.682962e-05    1.350586e-05 
	   displacement        8.292556e+01    2.160851e+00    7.254185e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 11
	step from line search         = 0.363641
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    3.545322e-07    0.000000e+00 
	   energy              1.350586e-03    4.030945e-06    1.350586e-05 
	   displacement        8.292556e+01    9.302561e-01    7.490214e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    1.596855e-07    0.000000e+00 
	   energy              1.350586e-03    2.919184e-05    1.350586e-05 
	   displacement        8.292556e+01    6.674172e+00    8.801601e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    7.231712e-07    0.000000e+00 
	   energy              1.350586e-03    2.029815e-05    1.350586e-05 
	   displacement        8.292556e+01    1.351665e+00    8.822306e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 14
	step from line search         = 0.586046
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    1.910914e-07    0.000000e+00 
	   energy              1.350586e-03    2.198619e-06    1.350586e-05 
	   displacement        8.292556e+01    1.278308e+00    9.471141e-04 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 15
	step from line search         = 0.261200
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    7.577434e-08    0.000000e+00 
	   energy              1.350586e-03    7.467468e-06    1.350586e-05 
	   displacement        8.292556e+01    6.711871e-01    9.961060e-04 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    2.792841e-08    0.000000e+00 
	   energy              1.350586e-03    1.901401e-06    1.350586e-05 
	   displacement        8.292556e+01    5.938733e+00    1.134856e-03 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    1.224562e-09    0.000000e+00 
	   energy              1.350586e-03    1.383988e-07    1.350586e-05 
	   displacement        8.292556e+01    7.267499e-01    1.170041e-03 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.838
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.077423e-05    1.047359e-13    0.000000e+00 
	   energy              1.350586e-03    1.673934e-09    1.350586e-05 
	   displacement        8.292556e+01    8.252095e-04    1.171018e-03 

------- converged at time : 0.838

 ]0;(step 1/2: 84%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0549703


===== beginning time step 19 : 0.89297 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    2.600896e-05    0.000000e+00 
	   energy              8.369793e-04    7.207204e-04    8.369793e-06 
	   displacement        1.465998e+01    1.465998e+01    1.465998e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    7.670217e-08    0.000000e+00 
	   energy              8.369793e-04    2.918095e-05    8.369793e-06 
	   displacement        1.465998e+01    3.406741e-01    1.916060e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    7.115015e-08    0.000000e+00 
	   energy              8.369793e-04    6.543352e-06    8.369793e-06 
	   displacement        1.465998e+01    4.508853e-01    2.477278e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    1.353426e-07    0.000000e+00 
	   energy              8.369793e-04    1.024137e-05    8.369793e-06 
	   displacement        1.465998e+01    1.070843e+00    3.457656e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    3.741091e-07    0.000000e+00 
	   energy              8.369793e-04    1.475915e-05    8.369793e-06 
	   displacement        1.465998e+01    1.732706e+00    4.995554e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 0.456276
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    5.956767e-07    0.000000e+00 
	   energy              8.369793e-04    9.983706e-06    8.369793e-06 
	   displacement        1.465998e+01    4.848325e-01    5.867654e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 0.618196
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    4.357437e-07    0.000000e+00 
	   energy              8.369793e-04    1.952434e-05    8.369793e-06 
	   displacement        1.465998e+01    5.705697e-01    6.962079e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    2.241135e-07    0.000000e+00 
	   energy              8.369793e-04    5.005303e-05    8.369793e-06 
	   displacement        1.465998e+01    1.954621e+00    9.304786e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 0.264634
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    1.642881e-07    0.000000e+00 
	   energy              8.369793e-04    6.929354e-06    8.369793e-06 
	   displacement        1.465998e+01    3.527497e-02    9.044754e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    4.464035e-08    0.000000e+00 
	   energy              8.369793e-04    3.657062e-06    8.369793e-06 
	   displacement        1.465998e+01    1.514537e-01    9.190628e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 0.323098
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    2.170167e-08    0.000000e+00 
	   energy              8.369793e-04    2.744188e-06    8.369793e-06 
	   displacement        1.465998e+01    3.143375e-02    8.968910e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 0.402795
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    9.916260e-09    0.000000e+00 
	   energy              8.369793e-04    8.080745e-07    8.369793e-06 
	   displacement        1.465998e+01    4.780255e-03    8.936889e-05 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    9.716665e-09    0.000000e+00 
	   energy              8.369793e-04    1.552381e-06    8.369793e-06 
	   displacement        1.465998e+01    1.574980e-02    9.027631e-05 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    1.759069e-09    0.000000e+00 
	   energy              8.369793e-04    1.088821e-06    8.369793e-06 
	   displacement        1.465998e+01    1.607691e-02    9.111654e-05 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 15
	step from line search         = 0.343101
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    6.659468e-10    0.000000e+00 
	   energy              8.369793e-04    2.817055e-07    8.369793e-06 
	   displacement        1.465998e+01    1.138884e-03    9.108631e-05 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 16
	step from line search         = 0.343360
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    2.230519e-10    0.000000e+00 
	   energy              8.369793e-04    8.286917e-08    8.369793e-06 
	   displacement        1.465998e+01    2.654019e-04    9.118154e-05 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.89297
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 17
	step from line search         = 0.273672
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503534e-05    5.622533e-11    0.000000e+00 
	   energy              8.369793e-04    2.380225e-08    8.369793e-06 
	   displacement        1.465998e+01    6.492273e-05    9.123063e-05 

------- converged at time : 0.89297

 ]0;(step 1/2: 89%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0516417


===== beginning time step 20 : 0.944612 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    3.038275e-05    0.000000e+00 
	   energy              1.338519e-03    9.015139e-04    1.338519e-05 
	   displacement        5.218461e+01    5.218461e+01    5.218461e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.946903e-07    0.000000e+00 
	   energy              1.338519e-03    5.044388e-05    1.338519e-05 
	   displacement        5.218461e+01    6.526499e-01    6.381441e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.587997
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    2.163410e-06    0.000000e+00 
	   energy              1.338519e-03    1.253953e-05    1.338519e-05 
	   displacement        5.218461e+01    9.281410e-01    7.760472e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.790441e-06    0.000000e+00 
	   energy              1.338519e-03    2.412054e-04    1.338519e-05 
	   displacement        5.218461e+01    1.114354e+01    1.407062e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.611779
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    7.215706e-07    0.000000e+00 
	   energy              1.338519e-03    1.622409e-05    1.338519e-05 
	   displacement        5.218461e+01    3.080958e+00    1.713554e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 0.592461
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    8.155502e-07    0.000000e+00 
	   energy              1.338519e-03    2.031203e-05    1.338519e-05 
	   displacement        5.218461e+01    1.041890e+00    1.945025e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 0.473345
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.071973e-06    0.000000e+00 
	   energy              1.338519e-03    5.373909e-05    1.338519e-05 
	   displacement        5.218461e+01    1.805497e+00    2.232341e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.133125e-06    0.000000e+00 
	   energy              1.338519e-03    8.304416e-05    1.338519e-05 
	   displacement        5.218461e+01    1.233107e+00    2.486879e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.528929e-06    0.000000e+00 
	   energy              1.338519e-03    2.810004e-04    1.338519e-05 
	   displacement        5.218461e+01    5.058001e+00    3.178813e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    3.383234e-07    0.000000e+00 
	   energy              1.338519e-03    6.082783e-05    1.338519e-05 
	   displacement        5.218461e+01    1.141985e+00    3.456536e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 0.484293
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    7.243163e-08    0.000000e+00 
	   energy              1.338519e-03    3.375301e-06    1.338519e-05 
	   displacement        5.218461e+01    8.280471e-02    3.465050e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 0.518982
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    4.380693e-08    0.000000e+00 
	   energy              1.338519e-03    1.088105e-06    1.338519e-05 
	   displacement        5.218461e+01    2.843032e-01    3.654175e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    5.448855e-08    0.000000e+00 
	   energy              1.338519e-03    6.524306e-07    1.338519e-05 
	   displacement        5.218461e+01    6.764564e-01    3.956391e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 14
	step from line search         = 0.073905
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    7.316739e-08    0.000000e+00 
	   energy              1.338519e-03    1.111832e-06    1.338519e-05 
	   displacement        5.218461e+01    3.389532e-03    3.975393e-04 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 15
	step from line search         = 0.389146
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    9.067340e-08    0.000000e+00 
	   energy              1.338519e-03    3.692248e-06    1.338519e-05 
	   displacement        5.218461e+01    4.223549e-02    3.979393e-04 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 16
	step from line search         = 0.279293
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    4.728038e-08    0.000000e+00 
	   energy              1.338519e-03    4.228697e-06    1.338519e-05 
	   displacement        5.218461e+01    7.039366e-02    4.061645e-04 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 17
	step from line search         = 0.367998
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    4.805314e-08    0.000000e+00 
	   energy              1.338519e-03    1.512477e-06    1.338519e-05 
	   displacement        5.218461e+01    1.405197e-02    4.076703e-04 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 40
	stiffness matrix reformations = 18
	step from line search         = 0.042303
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    2.522136e-08    0.000000e+00 
	   energy              1.338519e-03    3.147327e-07    1.338519e-05 
	   displacement        5.218461e+01    7.938246e-04    4.084518e-04 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 19
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 46
	stiffness matrix reformations = 19
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    2.608577e-07    0.000000e+00 
	   energy              1.338519e-03    1.987362e-05    1.338519e-05 
	   displacement        5.218461e+01    2.974041e-02    4.128554e-04 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 20
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 47
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.068825e-07    0.000000e+00 
	   energy              1.338519e-03    4.894854e-05    1.338519e-05 
	   displacement        5.218461e+01    9.661851e-01    4.400130e-04 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 21
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 49
	stiffness matrix reformations = 21
	step from line search         = 0.547093
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    4.419538e-08    0.000000e+00 
	   energy              1.338519e-03    6.169805e-06    1.338519e-05 
	   displacement        5.218461e+01    5.986425e-01    4.166958e-04 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 22
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 50
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    4.475559e-08    0.000000e+00 
	   energy              1.338519e-03    4.741280e-07    1.338519e-05 
	   displacement        5.218461e+01    8.161517e-02    4.092477e-04 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 23
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 51
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    2.263975e-08    0.000000e+00 
	   energy              1.338519e-03    3.164546e-06    1.338519e-05 
	   displacement        5.218461e+01    2.722143e-01    4.088448e-04 
Reforming stiffness matrix: reformation #24

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 24
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 52
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    1.828963e-09    0.000000e+00 
	   energy              1.338519e-03    2.122428e-07    1.338519e-05 
	   displacement        5.218461e+01    6.446049e-02    4.136758e-04 
Reforming stiffness matrix: reformation #25

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 25
 Nonlinear solution status: time= 0.944612
	stiffness updates             = 0
	right hand side evaluations   = 53
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.827914e-05    4.321856e-09    0.000000e+00 
	   energy              1.338519e-03    1.048519e-06    1.338519e-05 
	   displacement        5.218461e+01    4.449527e-01    4.352878e-04 
Reforming stiffness matrix: reformation #26

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


------- failed to converge at time : 0.944612

Retrying time step. Retry attempt 1 of max 25


AUTO STEPPER: retry step, dt = 0.0496555


===== beginning time step 20 : 0.942625 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    3.027705e-05    0.000000e+00 
	   energy              1.308182e-03    8.974595e-04    1.308182e-05 
	   displacement        4.906145e+01    4.906145e+01    4.906145e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    1.865288e-07    0.000000e+00 
	   energy              1.308182e-03    4.920581e-05    1.308182e-05 
	   displacement        4.906145e+01    6.307383e-01    6.014775e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.603428
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    2.030990e-06    0.000000e+00 
	   energy              1.308182e-03    1.099298e-05    1.308182e-05 
	   displacement        4.906145e+01    9.272881e-01    7.359337e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    1.593101e-06    0.000000e+00 
	   energy              1.308182e-03    2.136366e-04    1.308182e-05 
	   displacement        4.906145e+01    1.031704e+01    1.326309e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.626097
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    6.145299e-07    0.000000e+00 
	   energy              1.308182e-03    1.457286e-05    1.308182e-05 
	   displacement        4.906145e+01    3.030977e+00    1.629868e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 0.596194
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    7.108561e-07    0.000000e+00 
	   energy              1.308182e-03    1.758554e-05    1.308182e-05 
	   displacement        4.906145e+01    9.573299e-01    1.846114e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 0.542940
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    9.780140e-07    0.000000e+00 
	   energy              1.308182e-03    3.145760e-05    1.308182e-05 
	   displacement        4.906145e+01    1.679188e+00    2.146706e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 0.606561
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    6.795386e-07    0.000000e+00 
	   energy              1.308182e-03    4.188634e-05    1.308182e-05 
	   displacement        4.906145e+01    5.219953e-01    2.246021e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    9.753815e-07    0.000000e+00 
	   energy              1.308182e-03    1.511937e-04    1.308182e-05 
	   displacement        4.906145e+01    5.817224e+00    2.956128e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 0.629751
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    8.676322e-07    0.000000e+00 
	   energy              1.308182e-03    1.260202e-04    1.308182e-05 
	   displacement        4.906145e+01    8.829311e-01    2.814560e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 11
	step from line search         = 0.623889
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    6.011059e-07    0.000000e+00 
	   energy              1.308182e-03    5.961591e-05    1.308182e-05 
	   displacement        4.906145e+01    2.399722e-01    2.885602e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    5.221751e-07    0.000000e+00 
	   energy              1.308182e-03    1.099340e-04    1.308182e-05 
	   displacement        4.906145e+01    2.646824e+00    3.289567e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    4.637252e-07    0.000000e+00 
	   energy              1.308182e-03    1.438353e-04    1.308182e-05 
	   displacement        4.906145e+01    2.965110e+00    3.657453e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    5.285259e-07    0.000000e+00 
	   energy              1.308182e-03    1.167946e-04    1.308182e-05 
	   displacement        4.906145e+01    2.575604e+00    3.933067e-04 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 15
	step from line search         = 0.250607
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    3.818386e-07    0.000000e+00 
	   energy              1.308182e-03    5.140555e-06    1.308182e-05 
	   displacement        4.906145e+01    1.200647e-01    3.892493e-04 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 16
	step from line search         = 0.451598
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    1.669806e-07    0.000000e+00 
	   energy              1.308182e-03    1.096337e-05    1.308182e-05 
	   displacement        4.906145e+01    6.317648e-02    3.823257e-04 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 17
	step from line search         = 0.587301
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    2.491194e-07    0.000000e+00 
	   energy              1.308182e-03    1.550001e-05    1.308182e-05 
	   displacement        4.906145e+01    3.203702e-02    3.859978e-04 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    2.625877e-07    0.000000e+00 
	   energy              1.308182e-03    4.551221e-05    1.308182e-05 
	   displacement        4.906145e+01    4.504398e-01    4.081412e-04 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 19
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 19
	step from line search         = 0.329300
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    1.182865e-07    0.000000e+00 
	   energy              1.308182e-03    1.469559e-06    1.308182e-05 
	   displacement        4.906145e+01    5.966313e-02    4.066305e-04 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 20
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    1.746107e-07    0.000000e+00 
	   energy              1.308182e-03    2.262122e-05    1.308182e-05 
	   displacement        4.906145e+01    1.483355e-01    3.942734e-04 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 21
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 21
	step from line search         = 0.635643
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    7.494595e-08    0.000000e+00 
	   energy              1.308182e-03    1.983578e-05    1.308182e-05 
	   displacement        4.906145e+01    1.735541e-01    3.976247e-04 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 22
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 22
	step from line search         = 0.563364
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    2.084263e-08    0.000000e+00 
	   energy              1.308182e-03    5.594459e-06    1.308182e-05 
	   displacement        4.906145e+01    6.098309e-02    4.011696e-04 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 23
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    1.236279e-08    0.000000e+00 
	   energy              1.308182e-03    1.195645e-06    1.308182e-05 
	   displacement        4.906145e+01    6.279176e-02    4.093644e-04 
Reforming stiffness matrix: reformation #24

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 24
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 39
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    2.664560e-09    0.000000e+00 
	   energy              1.308182e-03    4.236915e-07    1.308182e-05 
	   displacement        4.906145e+01    1.592512e-02    4.141183e-04 
Reforming stiffness matrix: reformation #25

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 25
 Nonlinear solution status: time= 0.942625
	stiffness updates             = 0
	right hand side evaluations   = 40
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.826801e-05    6.882496e-10    0.000000e+00 
	   energy              1.308182e-03    1.457320e-07    1.308182e-05 
	   displacement        4.906145e+01    9.778674e-03    4.152669e-04 
Reforming stiffness matrix: reformation #26

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


------- failed to converge at time : 0.942625

Retrying time step. Retry attempt 2 of max 25


AUTO STEPPER: retry step, dt = 0.0476692


===== beginning time step 20 : 0.940639 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    3.017098e-05    0.000000e+00 
	   energy              1.278606e-03    8.934382e-04    1.278606e-05 
	   displacement        4.601876e+01    4.601876e+01    4.601876e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    1.785401e-07    0.000000e+00 
	   energy              1.278606e-03    4.810758e-05    1.278606e-05 
	   displacement        4.601876e+01    6.088468e-01    5.656810e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.618762
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    1.892952e-06    0.000000e+00 
	   energy              1.278606e-03    9.713337e-06    1.278606e-05 
	   displacement        4.601876e+01    9.122936e-01    6.956357e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    1.435096e-06    0.000000e+00 
	   energy              1.278606e-03    1.935345e-04    1.278606e-05 
	   displacement        4.601876e+01    9.623553e+00    1.249360e-04 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.533862
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    1.156466e-06    0.000000e+00 
	   energy              1.278606e-03    3.841899e-05    1.278606e-05 
	   displacement        4.601876e+01    1.797343e+00    1.446610e-04 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 0.632013
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    9.084691e-07    0.000000e+00 
	   energy              1.278606e-03    1.145977e-04    1.278606e-05 
	   displacement        4.601876e+01    1.751051e+00    1.726350e-04 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 0.528459
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    8.631050e-07    0.000000e+00 
	   energy              1.278606e-03    6.034097e-05    1.278606e-05 
	   displacement        4.601876e+01    1.573749e+00    2.010495e-04 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 0.590452
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    5.016148e-07    0.000000e+00 
	   energy              1.278606e-03    5.782395e-05    1.278606e-05 
	   displacement        4.601876e+01    1.133499e+00    2.263736e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 0.599735
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    3.802188e-07    0.000000e+00 
	   energy              1.278606e-03    4.276005e-05    1.278606e-05 
	   displacement        4.601876e+01    7.274465e-01    2.476975e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    5.078105e-07    0.000000e+00 
	   energy              1.278606e-03    9.419595e-05    1.278606e-05 
	   displacement        4.601876e+01    2.426209e+00    2.924193e-04 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 11
	step from line search         = 0.278051
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    2.475907e-07    0.000000e+00 
	   energy              1.278606e-03    3.215053e-06    1.278606e-05 
	   displacement        4.601876e+01    1.891361e-01    3.021647e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    5.998626e-08    0.000000e+00 
	   energy              1.278606e-03    1.134769e-05    1.278606e-05 
	   displacement        4.601876e+01    1.003876e+00    3.351105e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    1.324918e-08    0.000000e+00 
	   energy              1.278606e-03    1.714460e-07    1.278606e-05 
	   displacement        4.601876e+01    2.238229e-01    3.517472e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    2.135860e-09    0.000000e+00 
	   energy              1.278606e-03    2.082001e-06    1.278606e-05 
	   displacement        4.601876e+01    1.777892e-01    3.671759e-04 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 15
	step from line search         = 0.480036
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    9.871347e-10    0.000000e+00 
	   energy              1.278606e-03    9.262437e-07    1.278606e-05 
	   displacement        4.601876e+01    1.625813e-01    3.795468e-04 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    2.066874e-10    0.000000e+00 
	   energy              1.278606e-03    2.183864e-07    1.278606e-05 
	   displacement        4.601876e+01    1.123093e-01    3.909675e-04 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 17
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    6.089340e-13    0.000000e+00 
	   energy              1.278606e-03    4.847910e-09    1.278606e-05 
	   displacement        4.601876e+01    2.205984e-03    3.924583e-04 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 18
 Nonlinear solution status: time= 0.940639
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.825687e-05    1.410145e-17    0.000000e+00 
	   energy              1.278606e-03    1.535620e-12    1.278606e-05 
	   displacement        4.601876e+01    1.701132e-05    3.925932e-04 

------- converged at time : 0.940639

 ]0;(step 1/2: 94%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0435246


===== beginning time step 21 : 0.984164 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    3.242517e-05    0.000000e+00 
	   energy              1.156267e-03    9.991323e-04    1.156267e-05 
	   displacement        1.827854e+01    1.827854e+01    1.827854e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    1.245011e-07    0.000000e+00 
	   energy              1.156267e-03    3.430247e-05    1.156267e-05 
	   displacement        1.827854e+01    3.547796e-01    2.324522e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    1.144737e-07    0.000000e+00 
	   energy              1.156267e-03    6.805638e-06    1.156267e-05 
	   displacement        1.827854e+01    1.071514e+00    3.317560e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    1.964257e-07    0.000000e+00 
	   energy              1.156267e-03    1.211921e-05    1.156267e-05 
	   displacement        1.827854e+01    5.997619e-01    4.082411e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.513987
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    1.356574e-07    0.000000e+00 
	   energy              1.156267e-03    1.626922e-05    1.156267e-05 
	   displacement        1.827854e+01    3.862185e-01    4.704563e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.588064
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    5.354827e-07    0.000000e+00 
	   energy              1.156267e-03    2.027063e-05    1.156267e-05 
	   displacement        1.827854e+01    4.689898e-01    5.547490e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    6.971251e-07    0.000000e+00 
	   energy              1.156267e-03    8.684395e-05    1.156267e-05 
	   displacement        1.827854e+01    3.600494e+00    8.529283e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.582717
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    1.533808e-06    0.000000e+00 
	   energy              1.156267e-03    8.017888e-05    1.156267e-05 
	   displacement        1.827854e+01    1.512497e+00    1.031516e-04 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 0.191366
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    6.918749e-07    0.000000e+00 
	   energy              1.156267e-03    3.273714e-05    1.156267e-05 
	   displacement        1.827854e+01    1.123882e-01    1.022573e-04 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    3.971377e-07    0.000000e+00 
	   energy              1.156267e-03    1.076341e-04    1.156267e-05 
	   displacement        1.827854e+01    1.102121e+00    8.613073e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    6.771105e-08    0.000000e+00 
	   energy              1.156267e-03    2.933200e-05    1.156267e-05 
	   displacement        1.827854e+01    1.200654e+00    1.052868e-04 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    7.806536e-08    0.000000e+00 
	   energy              1.156267e-03    8.072017e-06    1.156267e-05 
	   displacement        1.827854e+01    6.496575e-02    1.071790e-04 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    2.506926e-08    0.000000e+00 
	   energy              1.156267e-03    8.576412e-06    1.156267e-05 
	   displacement        1.827854e+01    5.496904e-02    1.040493e-04 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    3.344406e-09    0.000000e+00 
	   energy              1.156267e-03    8.796923e-07    1.156267e-05 
	   displacement        1.827854e+01    1.154006e-02    1.050632e-04 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    6.011526e-12    0.000000e+00 
	   energy              1.156267e-03    1.917602e-08    1.156267e-05 
	   displacement        1.827854e+01    2.185990e-03    1.045906e-04 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 0.984164
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.156265e-05    8.842643e-18    0.000000e+00 
	   energy              1.156267e-03    1.690148e-14    1.156267e-05 
	   displacement        1.827854e+01    4.501663e-06    1.046129e-04 

------- converged at time : 0.984164

 ]0;(step 1/2: 98%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0421457

MUST POINT CONTROLLER: adjusting time step. dt = 0.0158362


===== beginning time step 22 : 1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    3.176500e-05    0.000000e+00 
	   energy              1.039708e-03    1.008631e-03    1.039708e-05 
	   displacement        5.444220e-01    5.444220e-01    5.444220e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    9.838962e-08    0.000000e+00 
	   energy              1.039708e-03    1.934399e-05    1.039708e-05 
	   displacement        5.444220e-01    2.301979e-01    1.460413e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    5.494830e-08    0.000000e+00 
	   energy              1.039708e-03    2.730277e-06    1.039708e-05 
	   displacement        5.444220e-01    2.591020e-01    2.676863e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    4.248527e-08    0.000000e+00 
	   energy              1.039708e-03    6.898369e-07    1.039708e-05 
	   displacement        5.444220e-01    3.995136e-01    4.835613e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 5
	step from line search         = 0.608333
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    2.470438e-08    0.000000e+00 
	   energy              1.039708e-03    1.184179e-07    1.039708e-05 
	   displacement        5.444220e-01    2.807505e-02    5.367364e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    7.838794e-09    0.000000e+00 
	   energy              1.039708e-03    1.506969e-07    1.039708e-05 
	   displacement        5.444220e-01    5.649893e-02    6.302761e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    6.489854e-09    0.000000e+00 
	   energy              1.039708e-03    2.157067e-07    1.039708e-05 
	   displacement        5.444220e-01    1.829856e-02    6.836180e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    3.809686e-09    0.000000e+00 
	   energy              1.039708e-03    3.575451e-07    1.039708e-05 
	   displacement        5.444220e-01    8.665884e-03    6.782149e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 9
	step from line search         = 0.241261
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    3.869041e-09    0.000000e+00 
	   energy              1.039708e-03    9.065717e-08    1.039708e-05 
	   displacement        5.444220e-01    1.788838e-04    6.775326e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    5.036983e-10    0.000000e+00 
	   energy              1.039708e-03    3.767793e-08    1.039708e-05 
	   displacement        5.444220e-01    4.324253e-03    6.958118e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    9.014506e-11    0.000000e+00 
	   energy              1.039708e-03    2.427647e-08    1.039708e-05 
	   displacement        5.444220e-01    3.744728e-04    6.989045e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    3.905043e-10    0.000000e+00 
	   energy              1.039708e-03    2.928465e-08    1.039708e-05 
	   displacement        5.444220e-01    1.077762e-03    7.042190e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    9.083048e-13    0.000000e+00 
	   energy              1.039708e-03    5.607379e-10    1.039708e-05 
	   displacement        5.444220e-01    5.719985e-04    7.007378e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.244856e-05    1.150644e-18    0.000000e+00 
	   energy              1.039708e-03    1.734022e-13    1.039708e-05 
	   displacement        5.444220e-01    7.704601e-07    7.009800e-06 

------- converged at time : 1

 ]0;(step 1/2: 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 .................... : 22

	Total number of equilibrium iterations ............ : 379

	Average number of equilibrium iterations .......... : 17.2273

	Total number of right hand evaluations ............ : 672

	Total number of stiffness reformations ............ : 382

	Time in linear solver: 0:01:50


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

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    3.271962e-05    0.000000e+00 
	   energy              1.109785e-03    1.026928e-03    1.109785e-05 
	   displacement        8.671295e+00    8.671295e+00    8.671295e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    1.104895e-07    0.000000e+00 
	   energy              1.109785e-03    2.910246e-05    1.109785e-05 
	   displacement        8.671295e+00    3.181229e-01    1.199243e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    5.793442e-08    0.000000e+00 
	   energy              1.109785e-03    6.287728e-06    1.109785e-05 
	   displacement        8.671295e+00    3.551477e-01    1.601267e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    2.874865e-07    0.000000e+00 
	   energy              1.109785e-03    2.608177e-05    1.109785e-05 
	   displacement        8.671295e+00    7.757134e-01    2.275066e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 5
	step from line search         = 0.287403
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    3.105462e-07    0.000000e+00 
	   energy              1.109785e-03    2.140497e-06    1.109785e-05 
	   displacement        8.671295e+00    4.050158e-02    2.403046e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    5.610583e-08    0.000000e+00 
	   energy              1.109785e-03    5.530662e-06    1.109785e-05 
	   displacement        8.671295e+00    4.467448e-01    2.969639e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 7
	step from line search         = 0.465889
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    1.486368e-07    0.000000e+00 
	   energy              1.109785e-03    8.960063e-07    1.109785e-05 
	   displacement        8.671295e+00    9.608631e-02    3.251078e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 8
	step from line search         = 0.513468
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    5.591300e-08    0.000000e+00 
	   energy              1.109785e-03    5.319946e-06    1.109785e-05 
	   displacement        8.671295e+00    6.427775e-02    3.467692e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 9
	step from line search         = 0.391773
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    3.562855e-08    0.000000e+00 
	   energy              1.109785e-03    1.491189e-07    1.109785e-05 
	   displacement        8.671295e+00    3.611511e-02    3.630085e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    2.554335e-08    0.000000e+00 
	   energy              1.109785e-03    3.676163e-07    1.109785e-05 
	   displacement        8.671295e+00    3.099761e-01    4.277481e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    7.338096e-09    0.000000e+00 
	   energy              1.109785e-03    2.451580e-07    1.109785e-05 
	   displacement        8.671295e+00    2.679149e-02    4.159382e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    1.888428e-10    0.000000e+00 
	   energy              1.109785e-03    9.040037e-08    1.109785e-05 
	   displacement        8.671295e+00    3.227124e-03    4.217922e-05 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    1.839610e-10    0.000000e+00 
	   energy              1.109785e-03    2.656427e-08    1.109785e-05 
	   displacement        8.671295e+00    1.538747e-03    4.257558e-05 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 14
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    7.429311e-11    0.000000e+00 
	   energy              1.109785e-03    1.696406e-11    1.109785e-05 
	   displacement        8.671295e+00    1.439820e-04    4.244220e-05 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 15
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    8.176565e-16    0.000000e+00 
	   energy              1.109785e-03    1.159284e-11    1.109785e-05 
	   displacement        8.671295e+00    6.874093e-05    4.253913e-05 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 16
 Nonlinear solution status: time= 11
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.251709e-05    2.295743e-23    0.000000e+00 
	   energy              1.109785e-03    2.285780e-17    1.109785e-05 
	   displacement        8.671295e+00    3.948931e-09    4.253984e-05 

------- converged at time : 11

 ]0;(step 2/2: 10%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 9.68563


===== beginning time step 2 : 20.6856 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    3.105730e-05    0.000000e+00 
	   energy              1.104541e-03    1.002619e-03    1.104541e-05 
	   displacement        5.449006e+00    5.449006e+00    5.449006e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    7.365584e-08    0.000000e+00 
	   energy              1.104541e-03    1.387815e-05    1.104541e-05 
	   displacement        5.449006e+00    2.112425e-01    4.053932e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    7.136295e-08    0.000000e+00 
	   energy              1.104541e-03    2.048296e-06    1.104541e-05 
	   displacement        5.449006e+00    1.491333e-01    2.897194e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    2.449722e-08    0.000000e+00 
	   energy              1.104541e-03    3.027963e-06    1.104541e-05 
	   displacement        5.449006e+00    1.614056e-01    2.023985e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    2.113496e-08    0.000000e+00 
	   energy              1.104541e-03    5.226233e-06    1.104541e-05 
	   displacement        5.449006e+00    2.235712e-01    1.569197e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    7.351243e-09    0.000000e+00 
	   energy              1.104541e-03    2.395905e-06    1.104541e-05 
	   displacement        5.449006e+00    9.621980e-02    1.345965e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    1.748082e-09    0.000000e+00 
	   energy              1.104541e-03    1.288226e-07    1.104541e-05 
	   displacement        5.449006e+00    1.986516e-02    1.394171e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    6.783402e-10    0.000000e+00 
	   energy              1.104541e-03    1.119704e-08    1.104541e-05 
	   displacement        5.449006e+00    5.839661e-04    1.392903e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    2.225168e-12    0.000000e+00 
	   energy              1.104541e-03    2.616460e-10    1.104541e-05 
	   displacement        5.449006e+00    4.207730e-05    1.393855e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    1.438350e-17    0.000000e+00 
	   energy              1.104541e-03    1.481305e-13    1.104541e-05 
	   displacement        5.449006e+00    1.843133e-06    1.394014e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 20.6856
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.298875e-05    4.057360e-27    0.000000e+00 
	   energy              1.104541e-03    1.677859e-21    1.104541e-05 
	   displacement        5.449006e+00    3.195765e-11    1.394015e-06 

------- converged at time : 20.6856

 ]0;(step 2/2: 20%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 16.4483


===== beginning time step 3 : 37.1339 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    3.168946e-05    0.000000e+00 
	   energy              1.060309e-03    9.823691e-04    1.060309e-05 
	   displacement        8.576552e+00    8.576552e+00    8.576552e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    9.549714e-08    0.000000e+00 
	   energy              1.060309e-03    2.498569e-05    1.060309e-05 
	   displacement        8.576552e+00    3.436765e-01    1.206481e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    6.959098e-08    0.000000e+00 
	   energy              1.060309e-03    4.859871e-06    1.060309e-05 
	   displacement        8.576552e+00    3.547435e-01    1.609845e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 4
	step from line search         = 0.490448
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    1.452547e-07    0.000000e+00 
	   energy              1.060309e-03    3.781443e-06    1.060309e-05 
	   displacement        8.576552e+00    1.322697e-01    1.873344e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    2.842813e-08    0.000000e+00 
	   energy              1.060309e-03    1.462615e-06    1.060309e-05 
	   displacement        8.576552e+00    4.516914e-01    2.434806e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    4.414205e-08    0.000000e+00 
	   energy              1.060309e-03    2.787406e-06    1.060309e-05 
	   displacement        8.576552e+00    9.653614e-02    2.662466e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 7
	step from line search         = 0.616229
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    1.678289e-08    0.000000e+00 
	   energy              1.060309e-03    1.220917e-06    1.060309e-05 
	   displacement        8.576552e+00    2.322668e-02    2.750989e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    2.592380e-09    0.000000e+00 
	   energy              1.060309e-03    3.725933e-07    1.060309e-05 
	   displacement        8.576552e+00    1.234614e-02    2.775078e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    2.319942e-09    0.000000e+00 
	   energy              1.060309e-03    2.069029e-07    1.060309e-05 
	   displacement        8.576552e+00    8.847887e-03    2.817450e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    1.190268e-09    0.000000e+00 
	   energy              1.060309e-03    2.105126e-07    1.060309e-05 
	   displacement        8.576552e+00    1.165539e-02    2.872852e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 11
	step from line search         = 0.417930
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    1.063007e-09    0.000000e+00 
	   energy              1.060309e-03    1.198202e-07    1.060309e-05 
	   displacement        8.576552e+00    2.596393e-03    2.848840e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    9.042232e-11    0.000000e+00 
	   energy              1.060309e-03    4.503254e-09    1.060309e-05 
	   displacement        8.576552e+00    6.163627e-04    2.845312e-05 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 37.1339
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.138659e-05    2.997545e-15    0.000000e+00 
	   energy              1.060309e-03    4.699128e-11    1.060309e-05 
	   displacement        8.576552e+00    1.292741e-05    2.844658e-05 

------- converged at time : 37.1339

 ]0;(step 2/2: 36%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 18.9369


===== beginning time step 4 : 56.0709 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    3.093874e-05    0.000000e+00 
	   energy              1.084600e-03    9.816356e-04    1.084600e-05 
	   displacement        5.549388e+00    5.549388e+00    5.549388e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    6.142345e-08    0.000000e+00 
	   energy              1.084600e-03    1.208849e-05    1.084600e-05 
	   displacement        5.549388e+00    2.041966e-01    4.155410e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    2.981380e-08    0.000000e+00 
	   energy              1.084600e-03    3.030272e-06    1.084600e-05 
	   displacement        5.549388e+00    7.463332e-02    3.294590e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    5.014931e-08    0.000000e+00 
	   energy              1.084600e-03    3.755073e-07    1.084600e-05 
	   displacement        5.549388e+00    2.247998e-01    2.168961e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    2.276317e-08    0.000000e+00 
	   energy              1.084600e-03    2.630278e-06    1.084600e-05 
	   displacement        5.549388e+00    4.357844e-02    1.874000e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    4.122000e-09    0.000000e+00 
	   energy              1.084600e-03    1.976231e-07    1.084600e-05 
	   displacement        5.549388e+00    6.417487e-03    1.774561e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    8.472790e-10    0.000000e+00 
	   energy              1.084600e-03    3.920211e-09    1.084600e-05 
	   displacement        5.549388e+00    1.248892e-03    1.735790e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    1.967583e-11    0.000000e+00 
	   energy              1.084600e-03    1.566028e-09    1.084600e-05 
	   displacement        5.549388e+00    7.305902e-05    1.734038e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    1.535254e-11    0.000000e+00 
	   energy              1.084600e-03    3.847142e-10    1.084600e-05 
	   displacement        5.549388e+00    2.904715e-06    1.732690e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    1.254491e-17    0.000000e+00 
	   energy              1.084600e-03    4.269489e-13    1.084600e-05 
	   displacement        5.549388e+00    2.050950e-06    1.732059e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 56.0709
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.289987e-05    9.014816e-27    0.000000e+00 
	   energy              1.084600e-03    4.099632e-20    1.084600e-05 
	   displacement        5.549388e+00    1.026010e-11    1.732058e-06 

------- converged at time : 56.0709

 ]0;(step 2/2: 55%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 24.1477


===== beginning time step 5 : 80.2185 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    3.142960e-05    0.000000e+00 
	   energy              1.042223e-03    9.634750e-04    1.042223e-05 
	   displacement        8.510914e+00    8.510914e+00    8.510914e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    9.356427e-08    0.000000e+00 
	   energy              1.042223e-03    2.372212e-05    1.042223e-05 
	   displacement        8.510914e+00    3.360515e-01    1.194319e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    4.630230e-08    0.000000e+00 
	   energy              1.042223e-03    4.147456e-06    1.042223e-05 
	   displacement        8.510914e+00    2.720624e-01    1.538821e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    1.009728e-07    0.000000e+00 
	   energy              1.042223e-03    6.631895e-06    1.042223e-05 
	   displacement        8.510914e+00    6.104351e-01    2.142799e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    1.367056e-08    0.000000e+00 
	   energy              1.042223e-03    1.800204e-06    1.042223e-05 
	   displacement        8.510914e+00    9.174397e-02    2.358765e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    1.967967e-08    0.000000e+00 
	   energy              1.042223e-03    3.569082e-07    1.042223e-05 
	   displacement        8.510914e+00    1.161039e-01    2.634486e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    4.547124e-09    0.000000e+00 
	   energy              1.042223e-03    1.599107e-07    1.042223e-05 
	   displacement        8.510914e+00    9.519997e-03    2.672400e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    5.395167e-09    0.000000e+00 
	   energy              1.042223e-03    6.598867e-07    1.042223e-05 
	   displacement        8.510914e+00    5.901318e-03    2.688972e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 0.606773
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    2.523812e-09    0.000000e+00 
	   energy              1.042223e-03    1.216873e-07    1.042223e-05 
	   displacement        8.510914e+00    2.057095e-03    2.701840e-05 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    9.580213e-10    0.000000e+00 
	   energy              1.042223e-03    5.468581e-09    1.042223e-05 
	   displacement        8.510914e+00    3.598245e-03    2.741863e-05 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    1.408194e-10    0.000000e+00 
	   energy              1.042223e-03    7.411342e-08    1.042223e-05 
	   displacement        8.510914e+00    9.268648e-04    2.751217e-05 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    6.671840e-14    0.000000e+00 
	   energy              1.042223e-03    4.952851e-10    1.042223e-05 
	   displacement        8.510914e+00    1.078787e-04    2.756771e-05 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 13
 Nonlinear solution status: time= 80.2185
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.116229e-05    3.408373e-22    0.000000e+00 
	   energy              1.042223e-03    2.142193e-16    1.042223e-05 
	   displacement        8.510914e+00    8.103976e-09    2.756794e-05 

------- converged at time : 80.2185

 ]0;(step 2/2: 79%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 26.0652

MUST POINT CONTROLLER: adjusting time step. dt = 20.7815


===== beginning time step 6 : 101 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 1
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    3.088765e-05    0.000000e+00 
	   energy              1.069682e-03    9.691314e-04    1.069682e-05 
	   displacement        5.446248e+00    5.446248e+00    5.446248e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 2
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    5.305079e-08    0.000000e+00 
	   energy              1.069682e-03    1.224090e-05    1.069682e-05 
	   displacement        5.446248e+00    2.215345e-01    3.979359e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 3
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    1.250748e-08    0.000000e+00 
	   energy              1.069682e-03    1.434179e-06    1.069682e-05 
	   displacement        5.446248e+00    5.811574e-02    3.246820e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 4
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    3.519911e-08    0.000000e+00 
	   energy              1.069682e-03    9.009204e-07    1.069682e-05 
	   displacement        5.446248e+00    1.467185e-01    2.330657e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 5
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    6.806572e-09    0.000000e+00 
	   energy              1.069682e-03    2.845513e-07    1.069682e-05 
	   displacement        5.446248e+00    1.153065e-02    2.182504e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 6
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 6
	step from line search         = 0.596973
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    4.560337e-09    0.000000e+00 
	   energy              1.069682e-03    3.191068e-07    1.069682e-05 
	   displacement        5.446248e+00    8.987804e-04    2.177012e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 7
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    7.740303e-10    0.000000e+00 
	   energy              1.069682e-03    7.725314e-08    1.069682e-05 
	   displacement        5.446248e+00    3.895888e-03    2.060085e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 8
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    3.835079e-10    0.000000e+00 
	   energy              1.069682e-03    3.821540e-09    1.069682e-05 
	   displacement        5.446248e+00    2.731147e-04    2.036159e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 9
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    2.989146e-10    0.000000e+00 
	   energy              1.069682e-03    1.127468e-10    1.069682e-05 
	   displacement        5.446248e+00    3.113230e-05    2.032831e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 10
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    3.093933e-10    0.000000e+00 
	   energy              1.069682e-03    5.701079e-10    1.069682e-05 
	   displacement        5.446248e+00    4.258930e-05    2.026853e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 11
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    3.299223e-13    0.000000e+00 
	   energy              1.069682e-03    8.471907e-11    1.069682e-05 
	   displacement        5.446248e+00    3.371042e-05    2.021394e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 11784
	Nr of nonzeroes in stiffness matrix ....... : 906480

 12
 Nonlinear solution status: time= 101
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.278007e-05    2.023433e-13    0.000000e+00 
	   energy              1.069682e-03    1.079189e-11    1.069682e-05 
	   displacement        5.446248e+00    1.111166e-07    2.021184e-06 

------- converged at time : 101

 ]0;(step 2/2: 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 .................... : 6

	Total number of equilibrium iterations ............ : 76

	Average number of equilibrium iterations .......... : 12.6667

	Total number of right hand evaluations ............ : 122

	Total number of stiffness reformations ............ : 76

	Time in linear solver: 0:02:10


 Elapsed time : 0:04:23


 N O R M A L   T E R M I N A T I O N

Waiting for log file...
Proceeding to check log file...04-Jun-2019 13:11:18
------- converged at time : 0.01
------- converged at time : 0.038
------- converged at time : 0.0744984
------- converged at time : 0.123697
------- converged at time : 0.174679
------- converged at time : 0.21587
------- converged at time : 0.259125
------- converged at time : 0.309077
------- converged at time : 0.356006
------- converged at time : 0.39666
------- converged at time : 0.437315
------- converged at time : 0.489839
------- converged at time : 0.539182
------- converged at time : 0.597023
------- converged at time : 0.657991
------- converged at time : 0.72291
------- converged at time : 0.777792
------- converged at time : 0.838
------- converged at time : 0.89297
------- converged at time : 0.940639
------- converged at time : 0.984164
------- converged at time : 1
------- converged at time : 11
------- converged at time : 20.6856
------- converged at time : 37.1339
------- converged at time : 56.0709
------- converged at time : 80.2185
------- converged at time : 101
--- Done --- 04-Jun-2019 13:11:18

Import FEBio results

if 1%runFlag==1 %i.e. a succesful run
    % Importing nodal displacements from a log file
    [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements
    time_mat=[0; time_mat(:)]; %Time

    N_disp_mat=N_disp_mat(:,2:end,:);
    sizImport=size(N_disp_mat);
    sizImport(3)=sizImport(3)+1;
    N_disp_mat_n=zeros(sizImport);
    N_disp_mat_n(:,:,2:end)=N_disp_mat;
    N_disp_mat=N_disp_mat_n;
    DN=N_disp_mat(:,:,end);
    DN_magnitude=sqrt(sum(DN.^2,2));
    V_def=V+DN;
    V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]);
    X_DEF=V_DEF(:,1,:);
    Y_DEF=V_DEF(:,2,:);
    Z_DEF=V_DEF(:,3,:);
    %     [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude);

Importing element strain energies from a log file

    [~,E_energy,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_strainEnergy)); %Element stresses

    %Remove nodal index column
    E_energy=E_energy(:,2:end,:);

    %Add initial state i.e. zero displacement
    sizImport=size(E_energy);
    sizImport(3)=sizImport(3)+1;
    E_energy_mat_n=zeros(sizImport);
    E_energy_mat_n(:,:,2:end)=E_energy;
    E_energy=E_energy_mat_n;
    indBlob=unique(Fb_blob(:));
    t=linspace(0,2*pi,250)';

    V_def_blob=V(indBlob,:)+N_disp_mat(indBlob,:,end);

    [~,indMin]=min(V_def_blob(:,1));
    [~,indMax]=max(V_def_blob(:,1));

    xEnd=V_def_blob(indMin,1);
    xStart=V_def_blob(indMax,1);
    rEnd=sphereRadius+(xEnd.*((sphereRadius-tubeRadius(2))/tubeLength));
    rStart=sphereRadius+(xStart.*((sphereRadius-tubeRadius(2))/tubeLength));

    xMid=mean([xStart xEnd]);%sum([rStart rEnd].*[xStart xEnd])./sum([rStart rEnd]);
    rMid=sphereRadius+(xMid.*((sphereRadius-tubeRadius(2))/tubeLength));

    V_plot_xEnd=[xEnd*ones(size(t)) rEnd*cos(t) rEnd*sin(t)];
    V_plot_xMid=[xMid*ones(size(t)) rMid*cos(t) rMid*sin(t)];
    V_plot_xStart=[xStart*ones(size(t)) rStart*cos(t) rStart*sin(t)];

Plotting the simulated results using anim8 to visualize and animate deformations

    % Create basic view and store graphics handle to initiate animation
    hf=cFigure; hold on;
    ht=gtitle(['Radial stretch: ',num2str(rMid/sphereRadius)]);
    hp1=gpatch(Fb_blob,V_def,DN_magnitude,'none',1); %Add graphics object to animate

    hp2=plotV(V_plot_xEnd  ,'r-','LineWidth',3);
    hp3=plotV(V_plot_xMid  ,'r-','LineWidth',3);
    hp4=plotV(V_plot_xStart,'r-','LineWidth',3);

    gpatch(F_tube,V_def,'kw','none',0.25); %Add graphics object to animate
    axisGeom(gca,fontSize);
    colormap(cMap); colorbar;
    caxis([0 max(DN_magnitude(:))]); caxis manual;
    axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]);
    camlight headlight; lighting gouraud;
    view(0,0);
%     view(-30,30); zoom(1.5);
    axis off;
    drawnow;

    % Set up animation features
    animStruct.Time=time_mat; %The time vector
    for qt=1:1:size(N_disp_mat,3) %Loop over time increments
        DN=N_disp_mat(:,:,qt); %Current displacement
        DN_magnitude=sqrt(sum(DN.^2,2));
        V_def=V+DN; %Current nodal coordinates

        V_def_blob=V_def(indBlob,:);
        [~,indMin]=min(V_def_blob(:,1));
        [~,indMax]=max(V_def_blob(:,1));

        xEnd=V_def_blob(indMin,1);
        xStart=V_def_blob(indMax,1);
        rEnd=sphereRadius+(xEnd.*((sphereRadius-tubeRadius(2))/tubeLength));
        rStart=sphereRadius+(xStart.*((sphereRadius-tubeRadius(2))/tubeLength));

        xMid=mean([xStart xEnd]);%sum([rStart rEnd].*[xStart xEnd])./sum([rStart rEnd]);
        rMid=sphereRadius+(xMid.*((sphereRadius-tubeRadius(2))/tubeLength));

        V_plot_xEnd=[xEnd*ones(size(t)) rEnd*cos(t) rEnd*sin(t)];
        V_plot_xMid=[xMid*ones(size(t)) rMid*cos(t) rMid*sin(t)];
        V_plot_xStart=[xStart*ones(size(t)) rStart*cos(t) rStart*sin(t)];

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp1 hp1 hp2 hp2 hp2 hp3 hp3 hp3 hp4 hp4 hp4 ht]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','CData','XData','YData','ZData','XData','YData','ZData','XData','YData','ZData','String'}; %Properties of objects to animate
        animStruct.Set{qt}={V_def,DN_magnitude,...
            V_plot_xEnd(:,1),V_plot_xEnd(:,2),V_plot_xEnd(:,3),...
            V_plot_xMid(:,1),V_plot_xMid(:,2),V_plot_xMid(:,3),...
            V_plot_xStart(:,1),V_plot_xStart(:,2),V_plot_xStart(:,3),...
            ['Radial stretch: ',num2str(rMid/sphereRadius)]}; %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]

GIBBON footer text

License: https://github.com/gibbonCode/GIBBON/blob/master/LICENSE

GIBBON: The Geometry and Image-based Bioengineering add-On. A toolbox for image segmentation, image-based modeling, meshing, and finite element analysis.

Copyright (C) 2019 Kevin Mattheus Moerman

This program is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version.

This program is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details.

You should have received a copy of the GNU General Public License along with this program. If not, see http://www.gnu.org/licenses/.