DEMO_febio_0034_sphere_cone_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=[1 0.5 0.4; 0.9 0.3 0.27; 0.8 0.2 0.18; 0.7 0.1 0.09; 0.6 0 0; 0.5 0 0; 0.4 0 0;];
[cMap]=resampleColormap(cMap,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=0.1;

%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 13:00:53
===========================================================================
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        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||      |   ||      |   || | ||    __   |  ||    |  ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||      |   ||  |  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |__________|| |__||  \_________//          
                                                                           
      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    8.729688e-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    8.788726e-11    0.000000e+00 
	   energy              1.507741e-04    7.072029e-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    5.701843e-12    0.000000e+00 
	   energy              1.507741e-04    6.750887e-10    1.507741e-06 
	   displacement        1.328960e+02    7.341109e-05    1.326744e-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            7.902608e-09    9.778511e-06    0.000000e+00 
	   energy              2.084601e-03    2.555929e-04    2.084601e-05 
	   displacement        8.828945e+02    8.828945e+02    8.828945e-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            7.902608e-09    1.114335e-06    0.000000e+00 
	   energy              2.084601e-03    7.739712e-05    2.084601e-05 
	   displacement        8.828945e+02    4.935043e-01    9.083835e-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         = 0.563221
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.902608e-09    1.262631e-06    0.000000e+00 
	   energy              2.084601e-03    4.965149e-04    2.084601e-05 
	   displacement        8.828945e+02    2.073865e+02    1.953588e-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   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.338180
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.902608e-09    3.972903e-06    0.000000e+00 
	   energy              2.084601e-03    1.011565e-03    2.084601e-05 
	   displacement        8.828945e+02    6.452235e+03    1.549308e-02 
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   = 9
	stiffness matrix reformations = 5
	step from line search         = 0.367730
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.902608e-09    2.458404e-06    0.000000e+00 
	   energy              2.084601e-03    1.695133e-04    2.084601e-05 
	   displacement        8.828945e+02    3.140316e+03    3.257357e-02 
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   = 11
	stiffness matrix reformations = 6
	step from line search         = 0.613408
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.902608e-09    4.203341e-07    0.000000e+00 
	   energy              2.084601e-03    4.551389e-05    2.084601e-05 
	   displacement        8.828945e+02    2.755608e+03    5.427285e-02 
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         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.902608e-09    2.689395e-09    0.000000e+00 
	   energy              2.084601e-03    1.142567e-05    2.084601e-05 
	   displacement        8.828945e+02    9.745975e+02    6.979038e-02 
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   = 15
	stiffness matrix reformations = 8
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.902608e-09    6.711444e-03    0.000000e+00 
	   energy              2.084601e-03    3.779249e-01    2.084601e-05 
	   displacement        8.828945e+02    1.791939e+03    7.138767e-02 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #9

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

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


------- failed to converge at time : 0.038

Retrying time step. Retry attempt 1 of max 25


AUTO STEPPER: retry step, dt = 0.0269231


===== beginning time step 2 : 0.0369231 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    8.991032e-06    0.000000e+00 
	   energy              2.015493e-03    2.213148e-04    2.015493e-05 
	   displacement        8.495391e+02    8.495391e+02    8.495391e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    1.026379e-06    0.000000e+00 
	   energy              2.015493e-03    6.991100e-05    2.015493e-05 
	   displacement        8.495391e+02    4.922748e-01    8.741511e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.573360
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    1.201253e-06    0.000000e+00 
	   energy              2.015493e-03    4.672237e-04    2.015493e-05 
	   displacement        8.495391e+02    2.034385e+02    1.891690e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.356696
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    3.595495e-06    0.000000e+00 
	   energy              2.015493e-03    9.899549e-04    2.015493e-05 
	   displacement        8.495391e+02    6.384704e+03    1.521359e-02 
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 0.382736
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    2.232301e-06    0.000000e+00 
	   energy              2.015493e-03    1.141005e-04    2.015493e-05 
	   displacement        8.495391e+02    2.876204e+03    3.131187e-02 
Reforming stiffness matrix: reformation #6

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

 6
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    6.246737e-08    0.000000e+00 
	   energy              2.015493e-03    1.797287e-04    2.015493e-05 
	   displacement        8.495391e+02    5.681936e+03    6.366285e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    1.455872e-10    0.000000e+00 
	   energy              2.015493e-03    2.285142e-07    2.015493e-05 
	   displacement        8.495391e+02    1.500138e+00    6.307343e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    1.231105e-09    0.000000e+00 
	   energy              2.015493e-03    3.121425e-08    2.015493e-05 
	   displacement        8.495391e+02    2.977469e+00    6.288499e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    6.591845e-12    0.000000e+00 
	   energy              2.015493e-03    1.935031e-08    2.015493e-05 
	   displacement        8.495391e+02    2.024370e-01    6.295747e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 0.065176
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    7.996353e-12    0.000000e+00 
	   energy              2.015493e-03    9.661843e-09    2.015493e-05 
	   displacement        8.495391e+02    7.412381e-02    6.294917e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    5.732985e-06    0.000000e+00 
	   energy              2.015493e-03    7.159359e-04    2.015493e-05 
	   displacement        8.495391e+02    7.912762e+01    6.311145e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    5.459216e-07    0.000000e+00 
	   energy              2.015493e-03    3.435724e-05    2.015493e-05 
	   displacement        8.495391e+02    4.595587e+02    5.304395e-02 
Reforming stiffness matrix: reformation #13

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

 13
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    1.092752e-08    0.000000e+00 
	   energy              2.015493e-03    4.970191e-05    2.015493e-05 
	   displacement        8.495391e+02    5.771681e+02    6.466135e-02 
Reforming stiffness matrix: reformation #14

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

 14
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    4.063209e-09    0.000000e+00 
	   energy              2.015493e-03    1.498220e-06    2.015493e-05 
	   displacement        8.495391e+02    8.664238e+00    6.332280e-02 
Reforming stiffness matrix: reformation #15

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

 15
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    3.755215e-11    0.000000e+00 
	   energy              2.015493e-03    1.545779e-07    2.015493e-05 
	   displacement        8.495391e+02    6.506702e-01    6.320109e-02 
Reforming stiffness matrix: reformation #16

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

 16
 Nonlinear solution status: time= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    8.850617e-11    0.000000e+00 
	   energy              2.015493e-03    6.370318e-08    2.015493e-05 
	   displacement        8.495391e+02    9.927141e-01    6.305812e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    1.640773e-11    0.000000e+00 
	   energy              2.015493e-03    1.347894e-08    2.015493e-05 
	   displacement        8.495391e+02    2.172922e-01    6.300701e-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= 0.0369231
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.677452e-09    6.357802e-13    0.000000e+00 
	   energy              2.015493e-03    1.003658e-09    2.015493e-05 
	   displacement        8.495391e+02    2.909546e-02    6.299103e-02 

------- converged at time : 0.0369231

 ]0;(step 1/2: 4%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.024586


===== beginning time step 3 : 0.0615091 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.989823e-08    9.207456e-07    0.000000e+00 
	   energy              1.471545e-03    2.768945e-05    1.471545e-05 
	   displacement        1.624454e+02    1.624454e+02    1.624454e-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= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.989823e-08    6.556115e-07    0.000000e+00 
	   energy              1.471545e-03    3.070859e-05    1.471545e-05 
	   displacement        1.624454e+02    1.222823e-01    1.699668e-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= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 3
	step from line search         = 0.094373
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.989823e-08    3.726886e-06    0.000000e+00 
	   energy              1.471545e-03    9.456940e-04    1.471545e-05 
	   displacement        1.624454e+02    2.724524e+02    7.920517e-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= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 4
	step from line search         = 0.076486
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.989823e-08    3.930388e-06    0.000000e+00 
	   energy              1.471545e-03    1.342804e-03    1.471545e-05 
	   displacement        1.624454e+02    2.165336e+02    1.826800e-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= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 0.298560
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.989823e-08    6.836010e-06    0.000000e+00 
	   energy              1.471545e-03    5.077918e-03    1.471545e-05 
	   displacement        1.624454e+02    8.229481e+03    1.749226e-02 
 *************************************************************************
 *                               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= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 6
	step from line search         = 0.445313
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    4.805400e-06    0.000000e+00 
	   energy              5.077918e-03    1.374434e-03    5.077918e-05 
	   displacement        1.624454e+02    9.984073e+03    5.360917e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 7
	step from line search         = 0.491043
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    1.597281e-06    0.000000e+00 
	   energy              5.077918e-03    2.760012e-04    5.077918e-05 
	   displacement        1.624454e+02    2.901666e+03    8.130017e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 8
	step from line search         = 0.500742
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    4.958983e-07    0.000000e+00 
	   energy              5.077918e-03    4.108847e-05    5.077918e-05 
	   displacement        1.624454e+02    6.768011e+02    9.666269e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 9
	step from line search         = 0.509298
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    1.760353e-07    0.000000e+00 
	   energy              5.077918e-03    3.581089e-06    5.077918e-05 
	   displacement        1.624454e+02    1.634505e+02    1.045795e-01 
Reforming stiffness matrix: reformation #10

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

 10
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 10
	step from line search         = 0.480176
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    6.892976e-08    0.000000e+00 
	   energy              5.077918e-03    4.887796e-07    5.077918e-05 
	   displacement        1.624454e+02    3.954551e+01    1.084759e-01 
Reforming stiffness matrix: reformation #11

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

 11
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    2.356795e-08    0.000000e+00 
	   energy              5.077918e-03    8.425802e-06    5.077918e-05 
	   displacement        1.624454e+02    4.887303e+01    1.124695e-01 
Reforming stiffness matrix: reformation #12

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

 12
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    5.637217e-08    0.000000e+00 
	   energy              5.077918e-03    1.392026e-06    5.077918e-05 
	   displacement        1.624454e+02    1.567361e+01    1.128722e-01 
Reforming stiffness matrix: reformation #13

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

 13
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 13
	step from line search         = 0.433291
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    5.106814e-08    0.000000e+00 
	   energy              5.077918e-03    5.183976e-06    5.077918e-05 
	   displacement        1.624454e+02    5.657137e+00    1.126882e-01 
Reforming stiffness matrix: reformation #14

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

 14
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 14
	step from line search         = 0.429930
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    3.464488e-08    0.000000e+00 
	   energy              5.077918e-03    3.191497e-06    5.077918e-05 
	   displacement        1.624454e+02    4.768064e+00    1.129668e-01 
Reforming stiffness matrix: reformation #15

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

 15
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 15
	step from line search         = 0.606065
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    3.435006e-08    0.000000e+00 
	   energy              5.077918e-03    1.633347e-06    5.077918e-05 
	   displacement        1.624454e+02    4.938509e+00    1.128262e-01 
Reforming stiffness matrix: reformation #16

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

 16
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    1.109171e-08    0.000000e+00 
	   energy              5.077918e-03    8.798075e-07    5.077918e-05 
	   displacement        1.624454e+02    3.207285e+00    1.126334e-01 
Reforming stiffness matrix: reformation #17

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

 17
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    3.204210e-10    0.000000e+00 
	   energy              5.077918e-03    1.689394e-08    5.077918e-05 
	   displacement        1.624454e+02    5.602361e-01    1.126721e-01 
Reforming stiffness matrix: reformation #18

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

 18
 Nonlinear solution status: time= 0.0615091
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.836010e-06    3.097521e-11    0.000000e+00 
	   energy              5.077918e-03    4.937131e-09    5.077918e-05 
	   displacement        1.624454e+02    3.644612e-02    1.125736e-01 

------- converged at time : 0.0615091

 ]0;(step 1/2: 6%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.0224526


===== beginning time step 4 : 0.0839616 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.341261e-07    2.086111e-07    0.000000e+00 
	   energy              4.352606e-05    5.253149e-06    4.352606e-07 
	   displacement        3.725582e+00    3.725582e+00    3.725582e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.341261e-07    1.377541e-08    0.000000e+00 
	   energy              4.352606e-05    1.400960e-06    4.352606e-07 
	   displacement        3.725582e+00    3.400558e-03    3.936580e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.341261e-07    2.151636e-07    0.000000e+00 
	   energy              4.352606e-05    1.541856e-06    4.352606e-07 
	   displacement        3.725582e+00    1.036593e+02    1.413730e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.415950
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.341261e-07    2.365809e-07    0.000000e+00 
	   energy              4.352606e-05    1.111924e-04    4.352606e-07 
	   displacement        3.725582e+00    1.350828e+02    5.504596e-04 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    3.252715e-08    0.000000e+00 
	   energy              1.111924e-04    3.529655e-05    1.111924e-06 
	   displacement        3.725582e+00    7.334071e+02    2.473933e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.530585
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    1.165371e-08    0.000000e+00 
	   energy              1.111924e-04    1.428554e-06    1.111924e-06 
	   displacement        3.725582e+00    3.712971e+00    2.524508e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.349574
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    9.774803e-09    0.000000e+00 
	   energy              1.111924e-04    2.916055e-07    1.111924e-06 
	   displacement        3.725582e+00    1.263383e+00    2.521943e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    1.006261e-08    0.000000e+00 
	   energy              1.111924e-04    4.557483e-07    1.111924e-06 
	   displacement        3.725582e+00    4.808376e+00    2.505868e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    4.036172e-11    0.000000e+00 
	   energy              1.111924e-04    4.999430e-08    1.111924e-06 
	   displacement        3.725582e+00    1.686390e-01    2.485114e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    2.311336e-12    0.000000e+00 
	   energy              1.111924e-04    3.685602e-10    1.111924e-06 
	   displacement        3.725582e+00    2.223933e-02    2.486099e-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= 0.0839616
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.365809e-07    5.189645e-20    0.000000e+00 
	   energy              1.111924e-04    1.519504e-14    1.111924e-06 
	   displacement        3.725582e+00    8.686178e-06    2.486138e-03 

------- converged at time : 0.0839616

 ]0;(step 1/2: 8%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.035461


===== beginning time step 5 : 0.119423 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.119423
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.534233e-07    1.402752e-07    0.000000e+00 
	   energy              5.156159e-06    3.185756e-06    5.156159e-08 
	   displacement        1.181919e-01    1.181919e-01    1.181919e-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= 0.119423
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.534233e-07    1.159372e-10    0.000000e+00 
	   energy              5.156159e-06    6.509155e-08    5.156159e-08 
	   displacement        1.181919e-01    8.551572e-04    1.027280e-07 
Reforming stiffness matrix: reformation #3

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

 3
 Nonlinear solution status: time= 0.119423
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.534233e-07    8.622109e-13    0.000000e+00 
	   energy              5.156159e-06    1.376144e-10    5.156159e-08 
	   displacement        1.181919e-01    2.858702e-05    1.001295e-07 
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.119423
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.534233e-07    8.946075e-14    0.000000e+00 
	   energy              5.156159e-06    1.008993e-11    5.156159e-08 
	   displacement        1.181919e-01    2.607417e-07    9.997706e-08 
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.119423
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.534233e-07    2.619037e-20    0.000000e+00 
	   energy              5.156159e-06    5.804985e-16    5.156159e-08 
	   displacement        1.181919e-01    5.917563e-09    9.996248e-08 

------- converged at time : 0.119423

 ]0;(step 1/2: 12%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0483688


===== beginning time step 6 : 0.167791 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.185853e-07    9.764365e-07    0.000000e+00 
	   energy              1.218371e-03    3.119300e-05    1.218371e-05 
	   displacement        1.123151e+02    1.123151e+02    1.123151e-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= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.185853e-07    3.776131e-07    0.000000e+00 
	   energy              1.218371e-03    1.941898e-05    1.218371e-05 
	   displacement        1.123151e+02    4.499682e-02    1.160821e-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= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.381291
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.185853e-07    5.537895e-06    0.000000e+00 
	   energy              1.218371e-03    2.623150e-03    1.218371e-05 
	   displacement        1.123151e+02    1.360990e+03    2.196124e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.431359
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.537895e-06    1.173171e-05    0.000000e+00 
	   energy              2.623150e-03    2.836693e-03    2.623150e-05 
	   displacement        1.123151e+02    1.505721e+04    2.860008e-02 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 0.481667
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.173171e-05    4.867478e-06    0.000000e+00 
	   energy              2.836693e-03    4.606798e-04    2.836693e-05 
	   displacement        1.123151e+02    5.346534e+03    5.860581e-02 
Reforming stiffness matrix: reformation #6

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

 6
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.173171e-05    1.881659e-07    0.000000e+00 
	   energy              2.836693e-03    4.000155e-04    2.836693e-05 
	   displacement        1.123151e+02    4.474233e+03    9.540352e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.173171e-05    1.915226e-08    0.000000e+00 
	   energy              2.836693e-03    5.333865e-06    2.836693e-05 
	   displacement        1.123151e+02    1.784030e+01    9.347229e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.173171e-05    2.757780e-10    0.000000e+00 
	   energy              2.836693e-03    2.415605e-07    2.836693e-05 
	   displacement        1.123151e+02    7.353441e-01    9.322012e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.173171e-05    6.643294e-11    0.000000e+00 
	   energy              2.836693e-03    1.979858e-08    2.836693e-05 
	   displacement        1.123151e+02    2.416906e-01    9.331362e-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= 0.167791
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.173171e-05    1.266279e-12    0.000000e+00 
	   energy              2.836693e-03    2.350457e-10    2.836693e-05 
	   displacement        1.123151e+02    3.506832e-03    9.330915e-02 

------- converged at time : 0.167791

 ]0;(step 1/2: 17%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0586951


===== beginning time step 7 : 0.226487 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    5.709267e-07    0.000000e+00 
	   energy              2.430569e-05    1.305119e-05    2.430569e-07 
	   displacement        9.751271e-01    9.751271e-01    9.751271e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    3.335684e-09    0.000000e+00 
	   energy              2.430569e-05    8.979231e-07    2.430569e-07 
	   displacement        9.751271e-01    4.115905e-03    1.093514e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    4.340265e-09    0.000000e+00 
	   energy              2.430569e-05    5.802320e-07    2.430569e-07 
	   displacement        9.751271e-01    2.445250e-02    1.406079e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    1.946210e-08    0.000000e+00 
	   energy              2.430569e-05    3.633071e-06    2.430569e-07 
	   displacement        9.751271e-01    2.936996e+00    8.091559e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    1.636525e-08    0.000000e+00 
	   energy              2.430569e-05    5.451837e-06    2.430569e-07 
	   displacement        9.751271e-01    4.239532e+02    5.472605e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    3.212268e-09    0.000000e+00 
	   energy              2.430569e-05    4.967339e-07    2.430569e-07 
	   displacement        9.751271e-01    3.843862e+00    6.040027e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    1.196352e-12    0.000000e+00 
	   energy              2.430569e-05    1.331105e-09    2.430569e-07 
	   displacement        9.751271e-01    1.012968e-02    6.045736e-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= 0.226487
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.119683e-07    8.280814e-19    0.000000e+00 
	   energy              2.430569e-05    5.220764e-13    2.430569e-07 
	   displacement        9.751271e-01    4.311309e-04    6.053949e-04 

------- converged at time : 0.226487

 ]0;(step 1/2: 23%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.066956


===== beginning time step 8 : 0.293443 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.643006e-07    1.376086e-06    0.000000e+00 
	   energy              7.558383e-04    3.670681e-05    7.558383e-06 
	   displacement        6.194696e+01    6.194696e+01    6.194696e-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= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.643006e-07    2.109350e-07    0.000000e+00 
	   energy              7.558383e-04    1.532985e-05    7.558383e-06 
	   displacement        6.194696e+01    3.164310e-02    6.445829e-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= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 0.362067
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.643006e-07    3.726251e-06    0.000000e+00 
	   energy              7.558383e-04    1.665479e-03    7.558383e-06 
	   displacement        6.194696e+01    6.970947e+02    1.132606e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.726251e-06    2.116301e-05    0.000000e+00 
	   energy              1.665479e-03    1.040577e-02    1.665479e-05 
	   displacement        6.194696e+01    2.833532e+04    4.048689e-02 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.116301e-05    3.106113e-07    0.000000e+00 
	   energy              1.040577e-02    1.546900e-04    1.040577e-04 
	   displacement        6.194696e+01    3.816238e+02    3.303666e-02 
Reforming stiffness matrix: reformation #6

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

 6
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.116301e-05    1.794175e-07    0.000000e+00 
	   energy              1.040577e-02    5.505994e-05    1.040577e-04 
	   displacement        6.194696e+01    8.454761e+01    3.644933e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.116301e-05    6.419511e-09    0.000000e+00 
	   energy              1.040577e-02    1.107709e-06    1.040577e-04 
	   displacement        6.194696e+01    6.631430e+00    3.599583e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.116301e-05    3.375076e-11    0.000000e+00 
	   energy              1.040577e-02    4.877580e-09    1.040577e-04 
	   displacement        6.194696e+01    1.661360e-01    3.613932e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.116301e-05    1.687931e-11    0.000000e+00 
	   energy              1.040577e-02    6.478863e-10    1.040577e-04 
	   displacement        6.194696e+01    5.032454e-02    3.615545e-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= 0.293443
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.116301e-05    1.858118e-17    0.000000e+00 
	   energy              1.040577e-02    2.611419e-12    1.040577e-04 
	   displacement        6.194696e+01    2.957379e-04    3.615276e-02 

------- converged at time : 0.293443

 ]0;(step 1/2: 29%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0735648


===== beginning time step 9 : 0.367007 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.145874e-06    1.674674e-06    0.000000e+00 
	   energy              3.563771e-04    4.162467e-05    3.563771e-06 
	   displacement        2.624348e+01    2.624348e+01    2.624348e-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= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.145874e-06    8.661589e-08    0.000000e+00 
	   energy              3.563771e-04    9.706195e-06    3.563771e-06 
	   displacement        2.624348e+01    2.018141e-02    2.757480e-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= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.145874e-06    2.476654e-06    0.000000e+00 
	   energy              3.563771e-04    2.103218e-04    3.563771e-06 
	   displacement        2.624348e+01    5.385010e+02    7.778781e-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= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.145874e-06    1.415817e-06    0.000000e+00 
	   energy              3.563771e-04    3.598081e-04    3.563771e-06 
	   displacement        2.624348e+01    5.274548e+03    9.972296e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    6.661665e-08    0.000000e+00 
	   energy              3.598081e-04    9.607740e-06    3.598081e-06 
	   displacement        2.624348e+01    1.684997e+01    1.052963e-02 
Reforming stiffness matrix: reformation #6

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

 6
 Nonlinear solution status: time= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 0.568524
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    2.514448e-08    0.000000e+00 
	   energy              3.598081e-04    1.240959e-07    3.598081e-06 
	   displacement        2.624348e+01    2.971555e+00    1.070401e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 0.498437
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    1.372853e-08    0.000000e+00 
	   energy              3.598081e-04    1.212519e-07    3.598081e-06 
	   displacement        2.624348e+01    1.837980e+00    1.079776e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    8.912339e-09    0.000000e+00 
	   energy              3.598081e-04    8.704714e-07    3.598081e-06 
	   displacement        2.624348e+01    2.006743e+00    1.077073e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    2.761408e-10    0.000000e+00 
	   energy              3.598081e-04    7.762756e-08    3.598081e-06 
	   displacement        2.624348e+01    5.853571e-01    1.082123e-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= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    2.773009e-15    0.000000e+00 
	   energy              3.598081e-04    1.966836e-11    3.598081e-06 
	   displacement        2.624348e+01    1.157842e-02    1.080007e-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= 0.367007
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.415817e-06    6.047590e-21    0.000000e+00 
	   energy              3.598081e-04    1.682881e-15    3.598081e-06 
	   displacement        2.624348e+01    1.178741e-05    1.080022e-02 

------- converged at time : 0.367007

 ]0;(step 1/2: 37%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0779993


===== beginning time step 10 : 0.445007 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    2.143555e-06    0.000000e+00 
	   energy              3.145862e-04    5.191920e-05    3.145862e-06 
	   displacement        2.154271e+01    2.154271e+01    2.154271e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    7.354687e-08    0.000000e+00 
	   energy              3.145862e-04    9.647136e-06    3.145862e-06 
	   displacement        2.154271e+01    1.991034e-02    2.273429e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    6.307475e-07    0.000000e+00 
	   energy              3.145862e-04    1.272766e-04    3.145862e-06 
	   displacement        2.154271e+01    3.421505e+02    5.200553e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    1.934936e-06    0.000000e+00 
	   energy              3.145862e-04    9.399018e-05    3.145862e-06 
	   displacement        2.154271e+01    1.285245e+03    3.412149e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    3.187613e-07    0.000000e+00 
	   energy              3.145862e-04    9.800431e-05    3.145862e-06 
	   displacement        2.154271e+01    7.573171e+02    7.343170e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    2.886382e-07    0.000000e+00 
	   energy              3.145862e-04    2.894476e-05    3.145862e-06 
	   displacement        2.154271e+01    2.431069e+01    7.484143e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    6.731554e-09    0.000000e+00 
	   energy              3.145862e-04    4.452685e-06    3.145862e-06 
	   displacement        2.154271e+01    4.864671e+00    7.474114e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    2.170224e-08    0.000000e+00 
	   energy              3.145862e-04    6.102948e-08    3.145862e-06 
	   displacement        2.154271e+01    6.196969e+00    7.567733e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    1.017898e-10    0.000000e+00 
	   energy              3.145862e-04    7.053544e-08    3.145862e-06 
	   displacement        2.154271e+01    2.459049e-01    7.511071e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    6.513461e-12    0.000000e+00 
	   energy              3.145862e-04    2.640812e-09    3.145862e-06 
	   displacement        2.154271e+01    5.998353e-02    7.499801e-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= 0.445007
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.591789e-06    5.575871e-20    0.000000e+00 
	   energy              3.145862e-04    1.490810e-14    3.145862e-06 
	   displacement        2.154271e+01    4.348692e-06    7.499778e-03 

------- converged at time : 0.445007

 ]0;(step 1/2: 45%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0816899


===== beginning time step 11 : 0.526697 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.188237e-06    3.413314e-06    0.000000e+00 
	   energy              9.436156e-04    8.904978e-05    9.436156e-06 
	   displacement        6.827881e+01    6.827881e+01    6.827881e-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= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.188237e-06    2.410742e-07    0.000000e+00 
	   energy              9.436156e-04    2.311104e-05    9.436156e-06 
	   displacement        6.827881e+01    5.314388e-02    7.177152e-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= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.188237e-06    3.711967e-05    0.000000e+00 
	   energy              9.436156e-04    1.885081e-03    9.436156e-06 
	   displacement        6.827881e+01    1.786925e+03    2.478447e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.426018
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    7.655689e-06    0.000000e+00 
	   energy              1.885081e-03    1.022932e-03    1.885081e-05 
	   displacement        6.827881e+01    1.263687e+03    7.248857e-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= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    1.248690e-06    0.000000e+00 
	   energy              1.885081e-03    2.460534e-04    1.885081e-05 
	   displacement        6.827881e+01    2.521303e+03    1.806148e-02 
Reforming stiffness matrix: reformation #6

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

 6
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.300667
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    6.315842e-07    0.000000e+00 
	   energy              1.885081e-03    2.467434e-05    1.885081e-05 
	   displacement        6.827881e+01    9.094814e+00    1.811777e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    2.394031e-07    0.000000e+00 
	   energy              1.885081e-03    3.377446e-05    1.885081e-05 
	   displacement        6.827881e+01    2.117316e+01    1.842755e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    1.546043e-09    0.000000e+00 
	   energy              1.885081e-03    1.186029e-06    1.885081e-05 
	   displacement        6.827881e+01    3.536482e+00    1.798642e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    3.598158e-08    0.000000e+00 
	   energy              1.885081e-03    2.139977e-06    1.885081e-05 
	   displacement        6.827881e+01    1.157766e+01    1.786008e-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= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    5.519163e-09    0.000000e+00 
	   energy              1.885081e-03    1.365184e-08    1.885081e-05 
	   displacement        6.827881e+01    2.117546e+00    1.796107e-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= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    4.105585e-09    0.000000e+00 
	   energy              1.885081e-03    7.587870e-07    1.885081e-05 
	   displacement        6.827881e+01    2.358320e+00    1.801978e-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= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    4.378627e-12    0.000000e+00 
	   energy              1.885081e-03    5.546205e-09    1.885081e-05 
	   displacement        6.827881e+01    6.887414e-02    1.799500e-02 
Reforming stiffness matrix: reformation #13

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

 13
 Nonlinear solution status: time= 0.526697
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.711967e-05    3.739086e-13    0.000000e+00 
	   energy              1.885081e-03    4.362901e-11    1.885081e-05 
	   displacement        6.827881e+01    2.576250e-03    1.799736e-02 

------- converged at time : 0.526697

 ]0;(step 1/2: 53%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.083048


===== beginning time step 12 : 0.609745 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    3.358304e-06    0.000000e+00 
	   energy              1.391572e-04    8.120023e-05    1.391572e-06 
	   displacement        4.768184e+00    4.768184e+00    4.768184e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    1.782412e-08    0.000000e+00 
	   energy              1.391572e-04    5.187162e-06    1.391572e-06 
	   displacement        4.768184e+00    1.948040e-02    5.326982e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    6.474137e-08    0.000000e+00 
	   energy              1.391572e-04    1.351569e-05    1.391572e-06 
	   displacement        4.768184e+00    1.308620e+01    3.257252e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    7.298861e-08    0.000000e+00 
	   energy              1.391572e-04    2.638647e-05    1.391572e-06 
	   displacement        4.768184e+00    2.619022e+01    1.139604e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    1.262765e-07    0.000000e+00 
	   energy              1.391572e-04    7.067578e-05    1.391572e-06 
	   displacement        4.768184e+00    2.882061e+02    7.546114e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    1.155405e-08    0.000000e+00 
	   energy              1.391572e-04    8.892530e-07    1.391572e-06 
	   displacement        4.768184e+00    3.194336e+01    1.092962e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    8.011662e-12    0.000000e+00 
	   energy              1.391572e-04    2.310367e-08    1.391572e-06 
	   displacement        4.768184e+00    7.925783e-02    1.097242e-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= 0.609745
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.028207e-06    8.397966e-19    0.000000e+00 
	   energy              1.391572e-04    3.542232e-13    1.391572e-06 
	   displacement        4.768184e+00    2.071014e-05    1.097311e-03 

------- converged at time : 0.609745

 ]0;(step 1/2: 61%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0864384


===== beginning time step 13 : 0.696183 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.663311e-06    5.712315e-06    0.000000e+00 
	   energy              1.489492e-03    1.427597e-04    1.489492e-05 
	   displacement        1.022174e+02    1.022174e+02    1.022174e-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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.663311e-06    3.726031e-07    0.000000e+00 
	   energy              1.489492e-03    3.726453e-05    1.489492e-05 
	   displacement        1.022174e+02    8.570306e-02    1.073673e-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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.663311e-06    3.127768e-05    0.000000e+00 
	   energy              1.489492e-03    3.562412e-03    1.489492e-05 
	   displacement        1.022174e+02    1.010683e+03    1.672068e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.342694
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.127768e-05    1.632694e-05    0.000000e+00 
	   energy              3.562412e-03    2.362357e-03    3.562412e-05 
	   displacement        1.022174e+02    7.316594e+02    4.536425e-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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.127768e-05    1.545248e-05    0.000000e+00 
	   energy              3.562412e-03    4.547041e-03    3.562412e-05 
	   displacement        1.022174e+02    5.468562e+03    1.985758e-02 
 *************************************************************************
 *                               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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    4.298552e-07    0.000000e+00 
	   energy              4.547041e-03    1.476582e-05    4.547041e-05 
	   displacement        1.022174e+02    9.524429e+00    1.994592e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 0.433031
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    2.747546e-07    0.000000e+00 
	   energy              4.547041e-03    1.382275e-05    4.547041e-05 
	   displacement        1.022174e+02    1.456949e+01    2.001844e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.508950
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    1.665367e-07    0.000000e+00 
	   energy              4.547041e-03    1.994136e-06    4.547041e-05 
	   displacement        1.022174e+02    9.565892e+00    2.034345e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    1.128445e-07    0.000000e+00 
	   energy              4.547041e-03    8.220531e-06    4.547041e-05 
	   displacement        1.022174e+02    1.101622e+01    2.043254e-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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    8.094464e-08    0.000000e+00 
	   energy              4.547041e-03    1.175372e-06    4.547041e-05 
	   displacement        1.022174e+02    8.637970e+00    2.034524e-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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    8.166680e-08    0.000000e+00 
	   energy              4.547041e-03    1.253046e-06    4.547041e-05 
	   displacement        1.022174e+02    4.571820e+00    2.031349e-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= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    2.264454e-10    0.000000e+00 
	   energy              4.547041e-03    1.599920e-07    4.547041e-05 
	   displacement        1.022174e+02    2.141343e-01    2.027450e-02 
Reforming stiffness matrix: reformation #13

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

 13
 Nonlinear solution status: time= 0.696183
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.545248e-05    8.299446e-15    0.000000e+00 
	   energy              4.547041e-03    2.692284e-10    4.547041e-05 
	   displacement        1.022174e+02    7.026549e-03    2.029101e-02 

------- converged at time : 0.696183

 ]0;(step 1/2: 70%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0874443


===== beginning time step 14 : 0.783627 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    5.063397e-06    0.000000e+00 
	   energy              1.351325e-04    1.285408e-04    1.351325e-06 
	   displacement        6.396130e-01    6.396130e-01    6.396130e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    3.539473e-09    0.000000e+00 
	   energy              1.351325e-04    2.130252e-06    1.351325e-06 
	   displacement        6.396130e-01    2.544203e-02    8.929201e-07 
Reforming stiffness matrix: reformation #3

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

 3
 Nonlinear solution status: time= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    3.575766e-09    0.000000e+00 
	   energy              1.351325e-04    6.147363e-07    1.351325e-06 
	   displacement        6.396130e-01    2.551824e-02    1.181990e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    8.804475e-09    0.000000e+00 
	   energy              1.351325e-04    1.407417e-06    1.351325e-06 
	   displacement        6.396130e-01    1.855703e+00    5.722793e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    1.191218e-08    0.000000e+00 
	   energy              1.351325e-04    2.745149e-06    1.351325e-06 
	   displacement        6.396130e-01    8.129266e+00    2.709861e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    2.737997e-09    0.000000e+00 
	   energy              1.351325e-04    1.641104e-06    1.351325e-06 
	   displacement        6.396130e-01    1.130858e+01    7.270075e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    5.753560e-10    0.000000e+00 
	   energy              1.351325e-04    2.056485e-07    1.351325e-06 
	   displacement        6.396130e-01    1.207335e+00    8.837900e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    1.187531e-13    0.000000e+00 
	   energy              1.351325e-04    2.540695e-09    1.351325e-06 
	   displacement        6.396130e-01    7.491655e-03    8.967525e-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= 0.783627
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.932346e-06    1.337260e-20    0.000000e+00 
	   energy              1.351325e-04    1.783472e-14    1.351325e-06 
	   displacement        6.396130e-01    1.562499e-06    8.969288e-05 

------- converged at time : 0.783627

 ]0;(step 1/2: 78%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0899554


===== beginning time step 15 : 0.873583 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.873583
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.603651e-06    8.398399e-06    0.000000e+00 
	   energy              1.872019e-03    2.297560e-04    1.872019e-05 
	   displacement        1.213110e+02    1.213110e+02    1.213110e-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= 0.873583
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.603651e-06    4.718323e-07    0.000000e+00 
	   energy              1.872019e-03    5.262994e-05    1.872019e-05 
	   displacement        1.213110e+02    1.445335e-01    1.289513e-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= 0.873583
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.603651e-06    8.561941e-06    0.000000e+00 
	   energy              1.872019e-03    8.667906e-05    1.872019e-05 
	   displacement        1.213110e+02    1.010336e+03    1.752689e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.873583

Retrying time step. Retry attempt 1 of max 25


AUTO STEPPER: retry step, dt = 0.0864956


===== beginning time step 15 : 0.870123 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.870123
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.591411e-06    8.323286e-06    0.000000e+00 
	   energy              1.808860e-03    2.273961e-04    1.808860e-05 
	   displacement        1.168722e+02    1.168722e+02    1.168722e-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= 0.870123
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.591411e-06    4.546053e-07    0.000000e+00 
	   energy              1.808860e-03    5.130720e-05    1.808860e-05 
	   displacement        1.168722e+02    1.402065e-01    1.242593e-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= 0.870123
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.591411e-06    7.806390e-06    0.000000e+00 
	   energy              1.808860e-03    1.091960e-04    1.808860e-05 
	   displacement        1.168722e+02    9.729608e+02    1.688201e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.870123

Retrying time step. Retry attempt 2 of max 25


AUTO STEPPER: retry step, dt = 0.0830358


===== beginning time step 15 : 0.866663 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.866663
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.579285e-06    8.249049e-06    0.000000e+00 
	   energy              1.747145e-03    2.250591e-04    1.747145e-05 
	   displacement        1.125351e+02    1.125351e+02    1.125351e-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= 0.866663
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.579285e-06    4.377742e-07    0.000000e+00 
	   energy              1.747145e-03    5.000317e-05    1.747145e-05 
	   displacement        1.125351e+02    1.360079e-01    1.196755e-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= 0.866663
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.579285e-06    7.123132e-06    0.000000e+00 
	   energy              1.747145e-03    1.291281e-04    1.747145e-05 
	   displacement        1.125351e+02    9.363653e+02    1.625090e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.866663

Retrying time step. Retry attempt 3 of max 25


AUTO STEPPER: retry step, dt = 0.079576


===== beginning time step 15 : 0.863203 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.863203
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.567280e-06    8.175722e-06    0.000000e+00 
	   energy              1.686895e-03    2.227470e-04    1.686895e-05 
	   displacement        1.083012e+02    1.083012e+02    1.083012e-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= 0.863203
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.567280e-06    4.213443e-07    0.000000e+00 
	   energy              1.686895e-03    4.871842e-05    1.686895e-05 
	   displacement        1.083012e+02    1.319365e-01    1.152011e-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= 0.863203
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.567280e-06    6.505223e-06    0.000000e+00 
	   energy              1.686895e-03    1.467523e-04    1.686895e-05 
	   displacement        1.083012e+02    9.005653e+02    1.563381e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.863203

Retrying time step. Retry attempt 4 of max 25


AUTO STEPPER: retry step, dt = 0.0761161


===== beginning time step 15 : 0.859743 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.859743
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.555402e-06    8.103343e-06    0.000000e+00 
	   energy              1.628133e-03    2.204614e-04    1.628133e-05 
	   displacement        1.041718e+02    1.041718e+02    1.041718e-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= 0.859743
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.555402e-06    4.053221e-07    0.000000e+00 
	   energy              1.628133e-03    4.745363e-05    1.628133e-05 
	   displacement        1.041718e+02    1.279910e-01    1.108378e-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= 0.859743
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.555402e-06    5.946326e-06    0.000000e+00 
	   energy              1.628133e-03    1.621651e-04    1.628133e-05 
	   displacement        1.041718e+02    8.655731e+02    1.503096e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.859743

Retrying time step. Retry attempt 5 of max 25


AUTO STEPPER: retry step, dt = 0.0726563


===== beginning time step 15 : 0.856284 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.856284
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.543661e-06    8.031956e-06    0.000000e+00 
	   energy              1.570886e-03    2.182045e-04    1.570886e-05 
	   displacement        1.001490e+02    1.001490e+02    1.001490e-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= 0.856284
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.543661e-06    3.897150e-07    0.000000e+00 
	   energy              1.570886e-03    4.620961e-05    1.570886e-05 
	   displacement        1.001490e+02    1.241703e-01    1.065875e-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= 0.856284
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.543661e-06    5.440512e-06    0.000000e+00 
	   energy              1.570886e-03    1.755191e-04    1.570886e-05 
	   displacement        1.001490e+02    8.314023e+02    1.444258e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.856284

Retrying time step. Retry attempt 6 of max 25


AUTO STEPPER: retry step, dt = 0.0691965


===== beginning time step 15 : 0.852824 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.852824
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.532069e-06    7.961617e-06    0.000000e+00 
	   energy              1.515189e-03    2.159786e-04    1.515189e-05 
	   displacement        9.623483e+01    9.623483e+01    9.623483e-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= 0.852824
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.532069e-06    3.745322e-07    0.000000e+00 
	   energy              1.515189e-03    4.498733e-05    1.515189e-05 
	   displacement        9.623483e+01    1.204737e-01    1.024522e-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= 0.852824
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.532069e-06    4.982441e-06    0.000000e+00 
	   energy              1.515189e-03    1.869272e-04    1.515189e-05 
	   displacement        9.623483e+01    7.980680e+02    1.386894e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.852824

Retrying time step. Retry attempt 7 of max 25


AUTO STEPPER: retry step, dt = 0.0657367


===== beginning time step 15 : 0.849364 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.849364
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.520639e-06    7.892395e-06    0.000000e+00 
	   energy              1.461083e-03    2.137866e-04    1.461083e-05 
	   displacement        9.243201e+01    9.243201e+01    9.243201e-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= 0.849364
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.520639e-06    3.597828e-07    0.000000e+00 
	   energy              1.461083e-03    4.378985e-05    1.461083e-05 
	   displacement        9.243201e+01    1.169008e-01    9.843489e-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= 0.849364
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.520639e-06    4.434325e-06    0.000000e+00 
	   energy              1.461083e-03    2.136972e-04    1.461083e-05 
	   displacement        9.243201e+01    7.616559e+02    1.325815e-03 
Reforming stiffness matrix: reformation #4

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

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


------- failed to converge at time : 0.849364

Retrying time step. Retry attempt 8 of max 25


AUTO STEPPER: retry step, dt = 0.0622768


===== beginning time step 15 : 0.845904 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.509387e-06    7.824379e-06    0.000000e+00 
	   energy              1.408617e-03    2.116329e-04    1.408617e-05 
	   displacement        8.874383e+01    8.874383e+01    8.874383e-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= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.509387e-06    3.450593e-07    0.000000e+00 
	   energy              1.408617e-03    4.248371e-05    1.408617e-05 
	   displacement        8.874383e+01    1.104548e-01    9.445763e-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= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.509387e-06    1.147470e-05    0.000000e+00 
	   energy              1.408617e-03    1.434735e-03    1.408617e-05 
	   displacement        8.874383e+01    1.037078e+03    1.653076e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 0.506803
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.147470e-05    6.800182e-06    0.000000e+00 
	   energy              1.434735e-03    1.697653e-03    1.434735e-05 
	   displacement        8.874383e+01    6.351975e+02    4.247327e-03 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #5

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

 5
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.800182e-06    1.742451e-05    0.000000e+00 
	   energy              1.697653e-03    3.920135e-03    1.697653e-05 
	   displacement        8.874383e+01    3.418796e+03    1.516452e-02 
 *************************************************************************
 *                               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= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    6.627503e-07    0.000000e+00 
	   energy              3.920135e-03    7.485310e-05    3.920135e-05 
	   displacement        8.874383e+01    5.984919e+01    1.523558e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    1.314157e-06    0.000000e+00 
	   energy              3.920135e-03    1.207135e-05    3.920135e-05 
	   displacement        8.874383e+01    3.081882e+01    1.481612e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    1.178824e-07    0.000000e+00 
	   energy              3.920135e-03    3.100553e-06    3.920135e-05 
	   displacement        8.874383e+01    1.272310e+01    1.503768e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 0.098609
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    1.454973e-07    0.000000e+00 
	   energy              3.920135e-03    6.549147e-06    3.920135e-05 
	   displacement        8.874383e+01    2.172132e+00    1.502842e-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= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 0.289170
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    1.686420e-07    0.000000e+00 
	   energy              3.920135e-03    1.227378e-05    3.920135e-05 
	   displacement        8.874383e+01    3.585025e+00    1.493372e-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= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    3.556702e-07    0.000000e+00 
	   energy              3.920135e-03    1.476280e-05    3.920135e-05 
	   displacement        8.874383e+01    1.933098e+01    1.476913e-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= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    3.445841e-09    0.000000e+00 
	   energy              3.920135e-03    1.778558e-06    3.920135e-05 
	   displacement        8.874383e+01    2.139559e+00    1.472380e-02 
Reforming stiffness matrix: reformation #13

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

 13
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    7.014014e-09    0.000000e+00 
	   energy              3.920135e-03    1.014950e-09    3.920135e-05 
	   displacement        8.874383e+01    3.668748e+00    1.476797e-02 
Reforming stiffness matrix: reformation #14

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

 14
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    5.023604e-12    0.000000e+00 
	   energy              3.920135e-03    2.841482e-09    3.920135e-05 
	   displacement        8.874383e+01    4.665676e-02    1.478834e-02 
Reforming stiffness matrix: reformation #15

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

 15
 Nonlinear solution status: time= 0.845904
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.742451e-05    2.138347e-12    0.000000e+00 
	   energy              3.920135e-03    3.875235e-10    3.920135e-05 
	   displacement        8.874383e+01    6.490233e-03    1.478922e-02 

------- converged at time : 0.845904

 ]0;(step 1/2: 85%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 16 : 0.908181 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.908181
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826730e-06    6.380709e-06    0.000000e+00 
	   energy              2.126528e-04    1.727730e-04    2.126528e-06 
	   displacement        2.210435e+00    2.210435e+00    2.210435e-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= 0.908181
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826730e-06    2.255148e-10    0.000000e+00 
	   energy              2.126528e-04    1.434318e-07    2.126528e-06 
	   displacement        2.210435e+00    3.063889e-02    1.843560e-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= 0.908181
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826730e-06    5.486948e-12    0.000000e+00 
	   energy              2.126528e-04    8.621547e-10    2.126528e-06 
	   displacement        2.210435e+00    3.932351e-05    1.845689e-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= 0.908181
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826730e-06    3.467092e-13    0.000000e+00 
	   energy              2.126528e-04    4.218761e-12    2.126528e-06 
	   displacement        2.210435e+00    8.879292e-08    1.845458e-06 

------- converged at time : 0.908181

 ]0;(step 1/2: 91%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0698215


===== beginning time step 17 : 0.978002 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.947588e-06    9.748602e-06    0.000000e+00 
	   energy              1.565355e-03    2.675485e-04    1.565355e-05 
	   displacement        9.093095e+01    9.093095e+01    9.093095e-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= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.947588e-06    2.704939e-07    0.000000e+00 
	   energy              1.565355e-03    4.184498e-05    1.565355e-05 
	   displacement        9.093095e+01    1.191337e-01    9.674233e-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= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.947588e-06    2.418663e-05    0.000000e+00 
	   energy              1.565355e-03    2.498716e-03    1.565355e-05 
	   displacement        9.093095e+01    4.786462e+02    9.276220e-04 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #4

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

 4
 Nonlinear solution status: time= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    3.616418e-06    0.000000e+00 
	   energy              2.498716e-03    6.414054e-04    2.498716e-05 
	   displacement        9.093095e+01    2.007908e+03    5.498886e-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= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    4.831099e-06    0.000000e+00 
	   energy              2.498716e-03    7.955602e-04    2.498716e-05 
	   displacement        9.093095e+01    7.534814e+02    1.016767e-02 
Reforming stiffness matrix: reformation #6

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

 6
 Nonlinear solution status: time= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    2.909085e-07    0.000000e+00 
	   energy              2.498716e-03    3.933778e-05    2.498716e-05 
	   displacement        9.093095e+01    2.298597e+01    1.037617e-02 
Reforming stiffness matrix: reformation #7

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

 7
 Nonlinear solution status: time= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    2.057425e-09    0.000000e+00 
	   energy              2.498716e-03    3.047161e-06    2.498716e-05 
	   displacement        9.093095e+01    9.345077e-01    1.054217e-02 
Reforming stiffness matrix: reformation #8

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

 8
 Nonlinear solution status: time= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.295577
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    8.747347e-09    0.000000e+00 
	   energy              2.498716e-03    1.325411e-06    2.498716e-05 
	   displacement        9.093095e+01    2.769779e+00    1.052484e-02 
Reforming stiffness matrix: reformation #9

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

 9
 Nonlinear solution status: time= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    2.277641e-08    0.000000e+00 
	   energy              2.498716e-03    1.832155e-06    2.498716e-05 
	   displacement        9.093095e+01    7.418165e+00    1.044699e-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= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    1.653743e-10    0.000000e+00 
	   energy              2.498716e-03    4.368804e-09    2.498716e-05 
	   displacement        9.093095e+01    4.254184e-01    1.049164e-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= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    9.885905e-12    0.000000e+00 
	   energy              2.498716e-03    3.666891e-09    2.498716e-05 
	   displacement        9.093095e+01    5.391407e-02    1.048185e-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= 0.978002
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.418663e-05    6.568804e-20    0.000000e+00 
	   energy              2.498716e-03    5.807036e-15    2.498716e-05 
	   displacement        9.093095e+01    3.556318e-06    1.048164e-02 

------- converged at time : 0.978002

 ]0;(step 1/2: 98%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0733836

MUST POINT CONTROLLER: adjusting time step. dt = 0.0219976


===== beginning time step 18 : 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   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.615132e-06    7.577065e-06    0.000000e+00 
	   energy              3.835741e-04    2.189394e-04    3.835741e-06 
	   displacement        9.263867e+00    9.263867e+00    9.263867e-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= 1
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.615132e-06    1.083060e-10    0.000000e+00 
	   energy              3.835741e-04    9.453388e-08    3.835741e-06 
	   displacement        9.263867e+00    4.065310e-02    8.357645e-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   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.615132e-06    3.523152e-12    0.000000e+00 
	   energy              3.835741e-04    2.140281e-10    3.835741e-06 
	   displacement        9.263867e+00    6.711000e-06    8.356653e-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 .................... : 18

	Total number of equilibrium iterations ............ : 214

	Average number of equilibrium iterations .......... : 11.8889

	Total number of right hand evaluations ............ : 289

	Total number of stiffness reformations ............ : 223

	Time in linear solver: 0:01:00


===== 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   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    9.056247e-06    0.000000e+00 
	   energy              5.008226e-04    2.617542e-04    5.008226e-06 
	   displacement        1.671743e+01    1.671743e+01    1.671743e-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= 11
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    1.161914e-08    0.000000e+00 
	   energy              5.008226e-04    3.548855e-06    5.008226e-06 
	   displacement        1.671743e+01    7.107126e-02    1.869787e-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   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    7.084082e-09    0.000000e+00 
	   energy              5.008226e-04    1.026821e-06    5.008226e-06 
	   displacement        1.671743e+01    2.505310e-02    1.986896e-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   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    7.548564e-09    0.000000e+00 
	   energy              5.008226e-04    2.005615e-06    5.008226e-06 
	   displacement        1.671743e+01    6.530418e-01    2.641856e-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   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    1.447898e-08    0.000000e+00 
	   energy              5.008226e-04    3.286943e-06    5.008226e-06 
	   displacement        1.671743e+01    1.242636e+01    7.139781e-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   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    1.971738e-09    0.000000e+00 
	   energy              5.008226e-04    3.378581e-06    5.008226e-06 
	   displacement        1.671743e+01    1.800957e+01    1.574857e-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= 11
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    3.363532e-11    0.000000e+00 
	   energy              5.008226e-04    1.349024e-08    5.008226e-06 
	   displacement        1.671743e+01    1.023219e-01    1.644730e-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= 11
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    1.635589e-17    0.000000e+00 
	   energy              5.008226e-04    4.070578e-12    5.008226e-06 
	   displacement        1.671743e+01    1.759604e-04    1.647366e-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= 11
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.828326e-06    9.114350e-28    0.000000e+00 
	   energy              5.008226e-04    7.858586e-20    5.008226e-06 
	   displacement        1.671743e+01    1.434448e-09    1.647373e-04 

------- converged at time : 11

 ]0;(step 2/2: 10%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 18


===== beginning time step 2 : 29 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 29
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.772527e-06    7.497223e-06    0.000000e+00 
	   energy              4.606602e-04    2.186738e-04    4.606602e-06 
	   displacement        1.390709e+01    1.390709e+01    1.390709e-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= 29
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.772527e-06    1.432059e-10    0.000000e+00 
	   energy              4.606602e-04    1.102643e-07    4.606602e-06 
	   displacement        1.390709e+01    4.092538e-02    1.278231e-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= 29
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.772527e-06    5.686262e-12    0.000000e+00 
	   energy              4.606602e-04    1.553576e-09    4.606602e-06 
	   displacement        1.390709e+01    4.618043e-05    1.279583e-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= 29
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.772527e-06    1.812005e-18    0.000000e+00 
	   energy              4.606602e-04    9.352310e-15    4.606602e-06 
	   displacement        1.390709e+01    2.527292e-07    1.279681e-05 

------- converged at time : 29

 ]0;(step 2/2: 28%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 24.4


===== beginning time step 3 : 53.4 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    8.965873e-06    0.000000e+00 
	   energy              4.985069e-04    2.607728e-04    4.985069e-06 
	   displacement        1.656476e+01    1.656476e+01    1.656476e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    7.042087e-09    0.000000e+00 
	   energy              4.985069e-04    1.551039e-06    4.985069e-06 
	   displacement        1.656476e+01    6.677272e-02    1.846182e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    2.107854e-09    0.000000e+00 
	   energy              4.985069e-04    2.998167e-07    4.985069e-06 
	   displacement        1.656476e+01    5.558880e-03    1.897087e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    1.084774e-09    0.000000e+00 
	   energy              4.985069e-04    1.562763e-07    4.985069e-06 
	   displacement        1.656476e+01    5.804983e-03    1.946080e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    6.364827e-10    0.000000e+00 
	   energy              4.985069e-04    9.274552e-08    4.985069e-06 
	   displacement        1.656476e+01    1.367750e-02    2.022035e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    5.843343e-10    0.000000e+00 
	   energy              4.985069e-04    4.169320e-08    4.985069e-06 
	   displacement        1.656476e+01    5.332569e-03    2.073175e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    2.232117e-10    0.000000e+00 
	   energy              4.985069e-04    2.098170e-08    4.985069e-06 
	   displacement        1.656476e+01    1.303778e-03    2.099989e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    7.509793e-11    0.000000e+00 
	   energy              4.985069e-04    1.036671e-08    4.985069e-06 
	   displacement        1.656476e+01    4.332982e-04    2.115547e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    3.037881e-11    0.000000e+00 
	   energy              4.985069e-04    5.368524e-09    4.985069e-06 
	   displacement        1.656476e+01    2.755492e-04    2.127417e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    6.590410e-12    0.000000e+00 
	   energy              4.985069e-04    6.641732e-10    4.985069e-06 
	   displacement        1.656476e+01    4.814626e-05    2.132470e-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= 53.4
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.745603e-06    1.232832e-12    0.000000e+00 
	   energy              4.985069e-04    1.169316e-10    4.985069e-06 
	   displacement        1.656476e+01    1.661907e-05    2.134905e-05 

------- converged at time : 53.4

 ]0;(step 2/2: 52%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 28.6944


===== beginning time step 4 : 82.0944 =====
Reforming stiffness matrix: reformation #1

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

 1
 Nonlinear solution status: time= 82.0944
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.745225e-06    7.471889e-06    0.000000e+00 
	   energy              4.596253e-04    2.181509e-04    4.596253e-06 
	   displacement        1.387030e+01    1.387030e+01    1.387030e-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= 82.0944
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.745225e-06    1.407607e-10    0.000000e+00 
	   energy              4.596253e-04    1.097185e-07    4.596253e-06 
	   displacement        1.387030e+01    4.064184e-02    1.275255e-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= 82.0944
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.745225e-06    4.416299e-12    0.000000e+00 
	   energy              4.596253e-04    1.212198e-09    4.596253e-06 
	   displacement        1.387030e+01    4.468559e-05    1.276584e-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= 82.0944
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.745225e-06    5.926058e-18    0.000000e+00 
	   energy              4.596253e-04    1.484225e-13    4.596253e-06 
	   displacement        1.387030e+01    1.592037e-07    1.276652e-05 

------- converged at time : 82.0944

 ]0;(step 2/2: 81%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 32.9555

MUST POINT CONTROLLER: adjusting time step. dt = 18.9056


===== beginning time step 5 : 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   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    8.939397e-06    0.000000e+00 
	   energy              4.975961e-04    2.601753e-04    4.975961e-06 
	   displacement        1.653878e+01    1.653878e+01    1.653878e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    6.976094e-09    0.000000e+00 
	   energy              4.975961e-04    1.546485e-06    4.975961e-06 
	   displacement        1.653878e+01    6.670764e-02    1.843355e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    2.102849e-09    0.000000e+00 
	   energy              4.975961e-04    2.956376e-07    4.975961e-06 
	   displacement        1.653878e+01    5.481069e-03    1.893831e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    1.110626e-09    0.000000e+00 
	   energy              4.975961e-04    1.473033e-07    4.975961e-06 
	   displacement        1.653878e+01    7.540801e-03    1.947603e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    5.470915e-10    0.000000e+00 
	   energy              4.975961e-04    9.227332e-08    4.975961e-06 
	   displacement        1.653878e+01    1.264883e-02    2.021351e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    4.501554e-10    0.000000e+00 
	   energy              4.975961e-04    4.186744e-08    4.975961e-06 
	   displacement        1.653878e+01    5.149069e-03    2.071805e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    2.111125e-10    0.000000e+00 
	   energy              4.975961e-04    1.660778e-08    4.975961e-06 
	   displacement        1.653878e+01    1.238686e-03    2.097888e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    5.381675e-11    0.000000e+00 
	   energy              4.975961e-04    9.685583e-09    4.975961e-06 
	   displacement        1.653878e+01    4.174180e-04    2.112931e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    2.344683e-11    0.000000e+00 
	   energy              4.975961e-04    2.573663e-09    4.975961e-06 
	   displacement        1.653878e+01    2.213744e-04    2.123082e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    4.301338e-12    0.000000e+00 
	   energy              4.975961e-04    5.169433e-10    4.975961e-06 
	   displacement        1.653878e+01    2.605434e-05    2.126561e-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= 101
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.720190e-06    1.939583e-12    0.000000e+00 
	   energy              4.975961e-04    1.061025e-10    4.975961e-06 
	   displacement        1.653878e+01    1.255913e-05    2.128429e-05 

------- 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 .................... : 5

	Total number of equilibrium iterations ............ : 39

	Average number of equilibrium iterations .......... : 7.8

	Total number of right hand evaluations ............ : 44

	Total number of stiffness reformations ............ : 39

	Time in linear solver: 0:01:09


 Elapsed time : 0:02:30


 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 13:03:24
------- converged at time : 0.01
------- converged at time : 0.0369231
------- converged at time : 0.0615091
------- converged at time : 0.0839616
------- converged at time : 0.119423
------- converged at time : 0.167791
------- converged at time : 0.226487
------- converged at time : 0.293443
------- converged at time : 0.367007
------- converged at time : 0.445007
------- converged at time : 0.526697
------- converged at time : 0.609745
------- converged at time : 0.696183
------- converged at time : 0.783627
------- converged at time : 0.845904
------- converged at time : 0.908181
------- converged at time : 0.978002
------- converged at time : 1
------- converged at time : 11
------- converged at time : 29
------- converged at time : 53.4
------- converged at time : 82.0944
------- converged at time : 101
--- Done --- 04-Jun-2019 13:03:25

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;

    LMid=1;

    % 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));

        LMid=min(LMid,rMid/sphereRadius);

        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]

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License: https://github.com/gibbonCode/GIBBON/blob/master/LICENSE

GIBBON: The Geometry and Image-based Bioengineering add-On. A toolbox for image segmentation, image-based modeling, meshing, and finite element analysis.

Copyright (C) 2019 Kevin Mattheus Moerman

This program is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version.

This program is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details.

You should have received a copy of the GNU General Public License along with this program. If not, see http://www.gnu.org/licenses/.