DEMO_febio_0056_cylinder_embedded_probe_02

Below is a demonstration for:

Contents

Keywords

clear; close all; clc;

Plot settings

fontSize=15;
faceAlpha=1;
lineWidth1=1.5;
lineWidth2=3;
markerSize1=15;
markerSize2=30;
edgeWidth=2;
edgeColor='k';
faceAlpha1=1;

Control parameters

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

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

probeHeight=75;

probeRadius=3; % The radius of the hemi-spher portion
nRefine=0;  % Number of |subtri| refinements for icosahedron

numPointsLoadCurve=500;
t_load_curve=linspace(0,1,numPointsLoadCurve)';
t_load_curve=[t_load_curve; t_load_curve(2:end)+1];

a_load_curve1=sin(t_load_curve*2*pi);
a_load_curve1(t_load_curve>1)=0;

a_load_curve2=sin(t_load_curve*2*pi);
a_load_curve2(t_load_curve<1)=0;

pointSpacingFactorTissue=2;

dAdd=3*probeRadius;
tissueRadius=probeRadius+dAdd;
tissueHeight=probeHeight+dAdd;
volumeFactor=1;

displacementMagnitude=-1;

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

% FEA control settings
numTimeSteps=20; %Number of time steps desired
max_refs=25; %Max reforms
max_ups=0; %Set to zero to use full-Newton iterations
opt_iter=6; %Optimum number of iterations
max_retries=5; %Maximum number of retires
dtmin=(1/numTimeSteps)/100; %Minimum time step size
dtmax=1/numTimeSteps; %Maximum time step size
symmetric_stiffness=0;
min_residual=1e-20;
runMode='internal'; %'internal' or 'external';

%Contact parameters
contactPenalty=10; % Start low, study penetration, increase if needed e.g. 0.1->1->10...
laugon=0;
minaug=1;
maxaug=10;
fric_coeff=0.1;
contactType=2; %1=sticky, 2=sliding-elastic

Build probe

probeMeshInputStruct.sphereRadius=probeRadius;% => The radius of the hemi-spher portion
probeMeshInputStruct.nRefine=nRefine;% => Number of |subtri| refinements for icosahedron
probeMeshInputStruct.cylinderHeight=probeHeight-probeRadius;% => height of the cylinder part
probeMeshInputStruct.cylinderStepSize=[];% => Aproximate node spacing for cylinder portion
probeMeshInputStruct.patchType='tri_slash';

[Fp,Vp,Cp]=hemiSphereCylMesh(probeMeshInputStruct);
Fp=fliplr(Fp); %Invert face orientation

Vp(:,3)=Vp(:,3)-max(Vp(:,3));

%Get top curve
Eb=patchBoundary(Fp,Vp);
indProbeTop=edgeListToCurve(Eb);
indProbeTop=indProbeTop(1:end-1);
Vst=Vp(indProbeTop,:);

pointSpacingProbe=mean(patchEdgeLengths(Fp,Vp));
cFigure; hold on;
gpatch(Fp,Vp,'gw','k');
plotV(Vst,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1);
patchNormPlot(Fp,Vp);
axisGeom(gca,fontSize);
drawnow;

Build gel

pointSpacing=pointSpacingProbe.*pointSpacingFactorTissue;

%Sketching profile
ns=150;
t=linspace(0,2*pi,ns);
t=t(1:end-1);

x=tissueRadius*cos(t);
y=tissueRadius*sin(t);
z=zeros(size(x));
Vc=[x(:) y(:) z(:)];
np=ceil(max(pathLength(Vc))./pointSpacing);
[Vc]=evenlySampleCurve(Vc,np,'pchip',1);

% Extruding model
cPar.numSteps=round(tissueHeight/pointSpacing);
cPar.depth=tissueHeight;
cPar.patchType='tri';
cPar.dir=-1;
cPar.closeLoopOpt=1;
[Fg,Vg]=polyExtrude(Vc,cPar);
Fg=fliplr(Fg);

Vgb=Vg(cPar.numSteps:cPar.numSteps:end,:);

Vgt=Vg(1:cPar.numSteps:end,:);

Cap ends

regionCell={Vgt(:,[1 2]),Vst(:,[1 2])};
[Ft,Vt]=regionTriMesh2D(regionCell,pointSpacing,0,0);
Vt(:,3)=mean(Vgt(:,3));

regionCell={Vgb(:,[1 2])};
[Fb,Vb]=regionTriMesh2D(regionCell,pointSpacing,0,0);
Fb=fliplr(Fb); %flip face orientation
Vb(:,3)=mean(Vgb(:,3));

Visualize

cFigure; hold on;

gpatch(Fp,Vp,'rw','k',0.5);
gpatch(Fg,Vg,'gw','k',0.5);
gpatch(Fb,Vb,'bw','k',0.5);
gpatch(Ft,Vt,'bw','k',0.5);

plotV(Vgb,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1);
plotV(Vgt,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1);
plotV(Vst,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1);

axisGeom(gca,fontSize);
drawnow;

Merge model components

[F,V,C]=joinElementSets({Fg,Ft,Fb,Fp},{Vg,Vt,Vb,Vp});
[F,V]=mergeVertices(F,V);
cFigure;
subplot(1,2,1); hold on;
gpatch(F,V,C,'none',0.5);
axisGeom(gca,fontSize);
colormap gjet; icolorbar;

subplot(1,2,2); hold on;
gpatch(F,V,C);
patchNormPlot(F,V,2);
plotV(Vst,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1);
axisGeom(gca,fontSize);
colormap gjet; icolorbar;

drawnow;

Mesh solid using tetgen

Create tetgen meshing input structure

[regionA]=tetVolMeanEst(Fg,Vg); %Volume for a regular tet based on edge lengths
V_inner=getInnerPoint(F,V); %Interior point for region

inputStruct.stringOpt='-pq1.2AaY';
inputStruct.Faces=F;
inputStruct.Nodes=V;
inputStruct.holePoints=[];
inputStruct.faceBoundaryMarker=C; %Face boundary markers
inputStruct.regionPoints=V_inner; %region points
inputStruct.regionA=regionA*volumeFactor; %Desired volume for tets
inputStruct.minRegionMarker=2; %Minimum region marker

Mesh model using tetrahedral elements using tetGen

[meshOutput]=runTetGen(inputStruct); %Run tetGen
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- TETGEN Tetrahedral meshing --- 13-Mar-2020 12:45:40
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- Writing SMESH file --- 13-Mar-2020 12:45:40
----> Adding node field
----> Adding facet field
----> Adding holes specification
----> Adding region specification
--- Done --- 13-Mar-2020 12:45:40
--- Running TetGen to mesh input boundary--- 13-Mar-2020 12:45:40
Opening /mnt/data/MATLAB/GIBBON/data/temp/temp.smesh.
Delaunizing vertices...
Delaunay seconds:  0.049598
Creating surface mesh ...
Surface mesh seconds:  0.001739
Recovering boundaries...
Boundary recovery seconds:  0.003942
Removing exterior tetrahedra ...
Spreading region attributes.
Exterior tets removal seconds:  0.000934
Recovering Delaunayness...
Delaunay recovery seconds:  0.006337
Refining mesh...
Refinement seconds:  0.041395
Optimizing mesh...
Optimization seconds:  0.001563

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

Output seconds:  0.017874
Total running seconds:  0.123503

Statistics:

  Input points: 805
  Input facets: 1606
  Input segments: 2409
  Input holes: 0
  Input regions: 1

  Mesh points: 1511
  Mesh tetrahedra: 7160
  Mesh faces: 15123
  Mesh faces on exterior boundary: 1606
  Mesh faces on input facets: 1606
  Mesh edges on input segments: 2409
  Steiner points inside domain: 706

--- Done --- 13-Mar-2020 12:45:41
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- Importing TetGen files --- 13-Mar-2020 12:45:41
--- Done --- 13-Mar-2020 12:45:41

Visualize mesh

meshView(meshOutput);

Access model element and patch data

F=meshOutput.faces;
V=meshOutput.nodes;
C=meshOutput.faceMaterialID;
E=meshOutput.elements;
elementMaterialID=meshOutput.elementMaterialID;

Fb=meshOutput.facesBoundary;
Cb=meshOutput.boundaryMarker;

Joining node sets

Fp=Fp+size(V,1);
V=[V; Vp];
center_of_mass_probe=mean(Vp,1);

Plotting tissue and probe meshes

cFigure; hold on;
gpatch(Fb,V,'bw','none',0.5);
gpatch(Fp,V,'rw','r',1);
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Define boundary condition node sets

logicRigid= Cb==1 | Cb==3;
bcSupportList=Fb(logicRigid,:);
bcSupportList=unique(bcSupportList(:));

Visualize boundary conditions

cFigure; hold on;
gpatch(Fb,V,'kw','none',0.25);
hp(1)=plotV(V(bcSupportList,:),'k.','lineWidth',lineWidth1,'MarkerSize',markerSize1);
hp(2)=gpatch(Fp,V,'rw','k',1);
legend(hp,{'BC Full support','Rigid body with prescribed displacement'});
axisGeom(gca,fontSize);
drawnow;

Create contact surfaces

F_contact_slave=fliplr(Fb(Cb==4,:));
F_contact_master=fliplr(Fp);

Visualize contact surfaces

cFigure;
subplot(1,2,1); hold on;
title('Contact set: Master','FontSize',fontSize);
gpatch(F_contact_master,V,'gw','k',1);
patchNormPlot(F_contact_master,V);
axisGeom(gca,fontSize);
camlight headlight;

subplot(1,2,2); hold on;
title('Contact set: Slave','FontSize',fontSize);
gpatch(Fb,V,'kw','none',0.25);
gpatch(F_contact_slave,V,'bw','k',1);
patchNormPlot(F_contact_slave,V);
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';

%Create control structure for use by all steps
stepStruct.Control.analysis.ATTR.type='static';
stepStruct.Control.time_steps=numTimeSteps;
stepStruct.Control.step_size=1/numTimeSteps;
stepStruct.Control.time_stepper.dtmin=dtmin;
stepStruct.Control.time_stepper.dtmax=dtmax;
stepStruct.Control.time_stepper.max_retries=max_retries;
stepStruct.Control.time_stepper.opt_iter=opt_iter;
stepStruct.Control.max_refs=max_refs;
stepStruct.Control.max_ups=max_ups;
stepStruct.Control.symmetric_stiffness=symmetric_stiffness;
stepStruct.Control.min_residual=min_residual;

%Add template based default settings to proposed control section
[stepStruct.Control]=structComplete(stepStruct.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=stepStruct.Control;
febio_spec.Step{1}.ATTR.id=1;
febio_spec.Step{2}.Control=stepStruct.Control;
febio_spec.Step{2}.ATTR.id=2;

%Material section
febio_spec.Material.material{1}.ATTR.type='Ogden';
febio_spec.Material.material{1}.ATTR.id=1;
febio_spec.Material.material{1}.c1=c1;
febio_spec.Material.material{1}.m1=m1;
febio_spec.Material.material{1}.k=k;

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

%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

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

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

% -> Surface pairs
febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact1';
febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name;
febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name;

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

febio_spec.Geometry.Elements{2}.ATTR.type='tri3'; %Element type of this set
febio_spec.Geometry.Elements{2}.ATTR.mat=2; %material index for this set
febio_spec.Geometry.Elements{2}.ATTR.name='Probe'; %Name of the element set
febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E,1)+(1:1:size(Fp,1))'; %Element id's
febio_spec.Geometry.Elements{2}.elem.VAL=Fp;

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

%Boundary condition section
% -> Fix boundary conditions
febio_spec.Boundary.fix{1}.ATTR.bc='x';
febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.fix{2}.ATTR.bc='y';
febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.fix{3}.ATTR.bc='z';
febio_spec.Boundary.fix{3}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;

% -> Prescribed boundary conditions on the rigid body
%STEP 1 Up/down
febio_spec.Step{1}.Boundary.rigid_body{1}.ATTR.mat=2;
febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='x';
febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='y';
febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='Rx';
febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Ry';
febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Rz';
febio_spec.Step{1}.Boundary.rigid_body{1}.prescribed.ATTR.bc='z';
febio_spec.Step{1}.Boundary.rigid_body{1}.prescribed.ATTR.lc=1;
febio_spec.Step{1}.Boundary.rigid_body{1}.prescribed.VAL=displacementMagnitude;

%STEP 2 Sideways
febio_spec.Step{2}.Boundary.rigid_body{1}.ATTR.mat=2;
febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='y';
febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='z';
febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='Rx';
febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Ry';
febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Rz';
febio_spec.Step{2}.Boundary.rigid_body{1}.prescribed.ATTR.bc='x';
febio_spec.Step{2}.Boundary.rigid_body{1}.prescribed.ATTR.lc=2;
febio_spec.Step{2}.Boundary.rigid_body{1}.prescribed.VAL=displacementMagnitude;


%LoadData section
febio_spec.LoadData.loadcurve{1}.ATTR.id=1;
febio_spec.LoadData.loadcurve{1}.ATTR.type='linear';
febio_spec.LoadData.loadcurve{1}.point.VAL=[t_load_curve(:) a_load_curve1(:)];

febio_spec.LoadData.loadcurve{2}.ATTR.id=2;
febio_spec.LoadData.loadcurve{2}.ATTR.type='linear';
febio_spec.LoadData.loadcurve{2}.point.VAL=[t_load_curve(:) a_load_curve2(:)];

%Contact section

switch contactType
    case 1
        febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name;
        febio_spec.Contact.contact{1}.ATTR.type='sticky';
        febio_spec.Contact.contact{1}.penalty=contactPenalty;
        febio_spec.Contact.contact{1}.laugon=laugon;
        febio_spec.Contact.contact{1}.tolerance=0.1;
        febio_spec.Contact.contact{1}.minaug=minaug;
        febio_spec.Contact.contact{1}.maxaug=maxaug;
        febio_spec.Contact.contact{1}.snap_tol=0;
        febio_spec.Contact.contact{1}.max_traction=0;
        febio_spec.Contact.contact{1}.search_tolerance=0.1;
    case 2
        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;
end

%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.node_data{2}.ATTR.file=febioLogFileName_force;
febio_spec.Output.logfile.node_data{2}.ATTR.data='Rx;Ry;Rz';
febio_spec.Output.logfile.node_data{2}.ATTR.delim=',';
febio_spec.Output.logfile.node_data{2}.VAL=1:size(V,1);

febio_spec.Output.logfile.element_data{1}.ATTR.file=febioLogFileName_strain;
febio_spec.Output.logfile.element_data{1}.ATTR.data='E1;E2;E3';
febio_spec.Output.logfile.element_data{1}.ATTR.delim=',';
febio_spec.Output.logfile.element_data{1}.VAL=1:size(E,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=runMode;%'internal' or 'external';
febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small)
febioAnalysis.maxtpi=1e99; %Max analysis time
febioAnalysis.maxLogCheckTime=10; %Max log file checking time

[runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 13-Mar-2020 12:45:45
===========================================================================
         ________    _________   _________     __     _________            
        |        |\ |        |\ |        |\   |  |\  /         \\          
        |    ____|| |    ____|| |    __  ||   |__|| |    ___    ||         
        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||      |   ||      |   || | ||    __   |  ||    |  ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||      |   ||  |  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |__________|| |__||  \_________//          
                                                                           
      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 . 1 ---                 
                                                                           
                                                                           
  http://febio.org                                                         
  FEBio is a registered trademark.                                         
  copyright (c) 2006-2019 - All rights reserved                            
                                                                           
===========================================================================


Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
 ]0;(step 1/2: 0%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 1 : 0.05 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.339472e-05    1.249648e-03    0.000000e+00 
	   energy              3.488997e-03    2.869927e-03    3.488997e-05 
	   displacement        1.655697e+00    4.139244e-01    4.139244e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.339472e-05    5.919670e-05    0.000000e+00 
	   energy              3.488997e-03    1.143460e-03    3.488997e-05 
	   displacement        1.655697e+00    2.459124e-01    7.528329e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.339472e-05    2.802326e-06    0.000000e+00 
	   energy              3.488997e-03    1.535281e-04    3.488997e-05 
	   displacement        1.655697e+00    2.209275e-01    1.025818e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.339472e-05    7.713513e-08    0.000000e+00 
	   energy              3.488997e-03    1.826155e-06    3.488997e-05 
	   displacement        1.655697e+00    3.202943e-02    1.011710e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.339472e-05    8.712881e-11    0.000000e+00 
	   energy              3.488997e-03    8.617349e-09    3.488997e-05 
	   displacement        1.655697e+00    1.219165e-04    1.017930e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.339472e-05    4.980579e-14    0.000000e+00 
	   energy              3.488997e-03    1.025748e-11    3.488997e-05 
	   displacement        1.655697e+00    9.380437e-08    1.018012e-06 

------- converged at time : 0.05

 ]0;(step 1/2: 5%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 2 : 0.1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    2.708066e-04    0.000000e+00 
	   energy              4.092001e-01    3.712953e-02    4.092001e-03 
	   displacement        2.405551e+01    2.405551e+01    2.405551e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    9.125361e-05    0.000000e+00 
	   energy              4.092001e-01    1.844718e-03    4.092001e-03 
	   displacement        2.405551e+01    6.762974e-02    2.219672e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    1.798555e-05    0.000000e+00 
	   energy              4.092001e-01    1.185017e-03    4.092001e-03 
	   displacement        2.405551e+01    1.047350e+01    2.893895e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    1.454822e-07    0.000000e+00 
	   energy              4.092001e-01    1.007500e-05    4.092001e-03 
	   displacement        2.405551e+01    1.546193e+00    7.855628e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    7.631348e-10    0.000000e+00 
	   energy              4.092001e-01    7.948404e-08    4.092001e-03 
	   displacement        2.405551e+01    3.032491e-04    7.933647e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    3.177715e-13    0.000000e+00 
	   energy              4.092001e-01    8.146088e-11    4.092001e-03 
	   displacement        2.405551e+01    1.176738e-06    7.936110e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.159069e-02    2.064186e-18    0.000000e+00 
	   energy              4.092001e-01    1.788018e-15    4.092001e-03 
	   displacement        2.405551e+01    2.386303e-10    7.936130e-07 

------- converged at time : 0.1

 ]0;(step 1/2: 10%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0463281


===== beginning time step 3 : 0.146328 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    1.599508e-04    0.000000e+00 
	   energy              2.205592e-01    2.114198e-02    2.205592e-03 
	   displacement        1.308128e+01    1.308128e+01    1.308128e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    5.002918e-05    0.000000e+00 
	   energy              2.205592e-01    1.090547e-03    2.205592e-03 
	   displacement        1.308128e+01    4.574537e-02    1.195686e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    8.655059e-06    0.000000e+00 
	   energy              2.205592e-01    6.062337e-04    2.205592e-03 
	   displacement        1.308128e+01    6.775965e+00    1.031066e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    8.423430e-08    0.000000e+00 
	   energy              2.205592e-01    4.769009e-06    2.205592e-03 
	   displacement        1.308128e+01    4.405381e-01    3.810951e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    3.848349e-10    0.000000e+00 
	   energy              2.205592e-01    4.338152e-08    2.205592e-03 
	   displacement        1.308128e+01    2.948327e-04    3.849080e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    3.140402e-13    0.000000e+00 
	   energy              2.205592e-01    6.158216e-11    2.205592e-03 
	   displacement        1.308128e+01    6.431031e-07    3.850086e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 0.146328
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.169938e-02    1.738697e-17    0.000000e+00 
	   energy              2.205592e-01    1.959906e-14    2.205592e-03 
	   displacement        1.308128e+01    4.563453e-10    3.850106e-07 

------- converged at time : 0.146328

 ]0;(step 1/2: 15%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0429286


===== beginning time step 4 : 0.189257 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    7.613132e-05    0.000000e+00 
	   energy              8.798724e-02    8.960173e-03    8.798724e-04 
	   displacement        5.275314e+00    5.275314e+00    5.275314e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    2.034108e-05    0.000000e+00 
	   energy              8.798724e-02    4.704994e-04    8.798724e-04 
	   displacement        5.275314e+00    2.358692e-02    4.771379e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    3.572330e-06    0.000000e+00 
	   energy              8.798724e-02    2.651541e-04    8.798724e-04 
	   displacement        5.275314e+00    3.094015e+00    2.899628e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    2.808187e-08    0.000000e+00 
	   energy              8.798724e-02    7.518788e-08    8.798724e-04 
	   displacement        5.275314e+00    7.873825e-02    1.405700e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    1.157025e-10    0.000000e+00 
	   energy              8.798724e-02    1.140074e-08    8.798724e-04 
	   displacement        5.275314e+00    4.890992e-05    1.408119e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    1.468878e-13    0.000000e+00 
	   energy              8.798724e-02    2.687891e-11    8.798724e-04 
	   displacement        5.275314e+00    1.696722e-07    1.408369e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 0.189257
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.680275e-03    2.447875e-17    0.000000e+00 
	   energy              8.798724e-02    1.284225e-14    8.798724e-04 
	   displacement        5.275314e+00    2.500675e-10    1.408377e-07 

------- converged at time : 0.189257

 ]0;(step 1/2: 19%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0397812


===== beginning time step 5 : 0.229038 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.229038
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.034332e-03    2.637638e-05    0.000000e+00 
	   energy              1.951492e-02    2.246670e-03    1.951492e-04 
	   displacement        1.176191e+00    1.176191e+00    1.176191e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.229038
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.034332e-03    5.177348e-06    0.000000e+00 
	   energy              1.951492e-02    1.357601e-04    1.951492e-04 
	   displacement        1.176191e+00    8.654296e-03    1.037949e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.229038
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.034332e-03    2.898516e-07    0.000000e+00 
	   energy              1.951492e-02    3.151580e-05    1.951492e-04 
	   displacement        1.176191e+00    8.836485e-01    2.830044e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.229038
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.034332e-03    6.214610e-09    0.000000e+00 
	   energy              1.951492e-02    3.513015e-07    1.951492e-04 
	   displacement        1.176191e+00    6.761364e-04    2.217956e-08 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.229038
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.034332e-03    3.076665e-14    0.000000e+00 
	   energy              1.951492e-02    1.691969e-11    1.951492e-04 
	   displacement        1.176191e+00    2.594689e-06    2.186738e-08 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.229038
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.034332e-03    4.960146e-26    0.000000e+00 
	   energy              1.951492e-02    4.317411e-21    1.951492e-04 
	   displacement        1.176191e+00    4.655594e-11    2.186744e-08 

------- converged at time : 0.229038

 ]0;(step 1/2: 23%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 6 : 0.268819 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.268819
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.479001e-06    3.054396e-06    0.000000e+00 
	   energy              8.010158e-05    4.336400e-05    8.010158e-07 
	   displacement        1.581296e-03    1.581296e-03    1.581296e-09 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.268819
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.479001e-06    9.427665e-08    0.000000e+00 
	   energy              8.010158e-05    4.880063e-06    8.010158e-07 
	   displacement        1.581296e-03    8.666363e-04    3.749429e-09 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.268819
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.479001e-06    2.313819e-08    0.000000e+00 
	   energy              8.010158e-05    1.289270e-06    8.010158e-07 
	   displacement        1.581296e-03    1.625918e-03    5.444184e-09 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.268819
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.479001e-06    7.089398e-11    0.000000e+00 
	   energy              8.010158e-05    1.091087e-08    8.010158e-07 
	   displacement        1.581296e-03    4.493003e-04    7.353286e-09 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.268819
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.479001e-06    1.775144e-17    0.000000e+00 
	   energy              8.010158e-05    3.160296e-13    8.010158e-07 
	   displacement        1.581296e-03    1.479660e-07    7.380581e-09 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.268819
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.479001e-06    1.162450e-26    0.000000e+00 
	   energy              8.010158e-05    1.546384e-22    8.010158e-07 
	   displacement        1.581296e-03    5.214971e-14    7.380594e-09 

------- converged at time : 0.268819

 ]0;(step 1/2: 27%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 7 : 0.3086 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.3086
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.070470e-03    7.374202e-06    0.000000e+00 
	   energy              1.964341e-02    1.460718e-03    1.964341e-04 
	   displacement        1.130335e+00    1.130335e+00    1.130335e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.3086
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.070470e-03    2.950687e-06    0.000000e+00 
	   energy              1.964341e-02    8.416039e-05    1.964341e-04 
	   displacement        1.130335e+00    2.314787e-02    8.680716e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.3086
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.070470e-03    1.159436e-07    0.000000e+00 
	   energy              1.964341e-02    1.388566e-06    1.964341e-04 
	   displacement        1.130335e+00    4.390240e-01    1.379797e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.3086
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.070470e-03    1.141607e-09    0.000000e+00 
	   energy              1.964341e-02    5.332636e-08    1.964341e-04 
	   displacement        1.130335e+00    1.381246e-04    1.325781e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.3086
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.070470e-03    3.075913e-13    0.000000e+00 
	   energy              1.964341e-02    6.127956e-11    1.964341e-04 
	   displacement        1.130335e+00    7.427225e-07    1.325970e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.3086
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.070470e-03    1.174422e-16    0.000000e+00 
	   energy              1.964341e-02    2.347912e-14    1.964341e-04 
	   displacement        1.130335e+00    4.316037e-10    1.325990e-07 

------- converged at time : 0.3086

 ]0;(step 1/2: 31%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 8 : 0.348382 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    5.033959e-05    0.000000e+00 
	   energy              7.350616e-02    6.932084e-03    7.350616e-04 
	   displacement        4.323982e+00    4.323982e+00    4.323982e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    1.853724e-05    0.000000e+00 
	   energy              7.350616e-02    5.496344e-04    7.350616e-04 
	   displacement        4.323982e+00    8.228460e-02    3.379456e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    1.954175e-06    0.000000e+00 
	   energy              7.350616e-02    5.406847e-05    7.350616e-04 
	   displacement        4.323982e+00    2.752458e+00    1.498726e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    8.326071e-09    0.000000e+00 
	   energy              7.350616e-02    5.830321e-07    7.350616e-04 
	   displacement        4.323982e+00    1.192595e-03    1.337673e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    7.546439e-10    0.000000e+00 
	   energy              7.350616e-02    2.166788e-09    7.350616e-04 
	   displacement        4.323982e+00    4.983177e-06    1.339108e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    5.585156e-17    0.000000e+00 
	   energy              7.350616e-02    1.714713e-13    7.350616e-04 
	   displacement        4.323982e+00    2.289457e-07    1.339728e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 0.348382
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.972016e-03    1.485030e-26    0.000000e+00 
	   energy              7.350616e-02    6.610622e-24    7.350616e-04 
	   displacement        4.323982e+00    2.901435e-14    1.339728e-07 

------- converged at time : 0.348382

 ]0;(step 1/2: 35%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0368673


===== beginning time step 9 : 0.385249 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.385249
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.922120e-03    9.265626e-05    0.000000e+00 
	   energy              1.294691e-01    1.203593e-02    1.294691e-03 
	   displacement        7.689969e+00    7.689969e+00    7.689969e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.385249
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.922120e-03    3.336760e-05    0.000000e+00 
	   energy              1.294691e-01    1.079575e-03    1.294691e-03 
	   displacement        7.689969e+00    1.532590e-01    6.041229e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.385249
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.922120e-03    4.617925e-06    0.000000e+00 
	   energy              1.294691e-01    2.114504e-04    1.294691e-03 
	   displacement        7.689969e+00    5.325211e+00    1.714288e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.385249
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.922120e-03    1.493372e-08    0.000000e+00 
	   energy              1.294691e-01    1.476074e-06    1.294691e-03 
	   displacement        7.689969e+00    2.086245e-03    1.666419e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.385249
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.922120e-03    5.403104e-10    0.000000e+00 
	   energy              1.294691e-01    6.042705e-09    1.294691e-03 
	   displacement        7.689969e+00    1.014412e-05    1.666666e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.385249
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.922120e-03    5.654718e-16    0.000000e+00 
	   energy              1.294691e-01    1.893262e-13    1.294691e-03 
	   displacement        7.689969e+00    1.026178e-07    1.668263e-07 

------- converged at time : 0.385249

 ]0;(step 1/2: 39%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 10 : 0.422116 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.422116
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041403e-02    1.280991e-04    0.000000e+00 
	   energy              1.959076e-01    1.754794e-02    1.959076e-03 
	   displacement        1.163764e+01    1.163764e+01    1.163764e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.422116
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041403e-02    4.948719e-05    0.000000e+00 
	   energy              1.959076e-01    1.809277e-03    1.959076e-03 
	   displacement        1.163764e+01    3.370229e-01    8.795720e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.422116
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041403e-02    5.840134e-06    0.000000e+00 
	   energy              1.959076e-01    3.818520e-04    1.959076e-03 
	   displacement        1.163764e+01    7.852593e+00    2.484217e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.422116
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041403e-02    2.786498e-08    0.000000e+00 
	   energy              1.959076e-01    2.665575e-06    1.959076e-03 
	   displacement        1.163764e+01    3.426271e-03    2.576135e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.422116
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041403e-02    8.079339e-12    0.000000e+00 
	   energy              1.959076e-01    1.584435e-09    1.959076e-03 
	   displacement        1.163764e+01    2.797779e-05    2.585848e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.422116
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041403e-02    3.287889e-16    0.000000e+00 
	   energy              1.959076e-01    1.056591e-13    1.959076e-03 
	   displacement        1.163764e+01    7.040613e-09    2.585928e-07 

------- converged at time : 0.422116

 ]0;(step 1/2: 42%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 11 : 0.458984 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.458984
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354353e-02    1.490919e-04    0.000000e+00 
	   energy              2.547258e-01    2.168243e-02    2.547258e-03 
	   displacement        1.479423e+01    1.479423e+01    1.479423e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.458984
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354353e-02    6.353704e-05    0.000000e+00 
	   energy              2.547258e-01    2.293585e-03    2.547258e-03 
	   displacement        1.479423e+01    5.340174e-01    1.097062e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.458984
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354353e-02    3.943507e-06    0.000000e+00 
	   energy              2.547258e-01    3.543314e-04    2.547258e-03 
	   displacement        1.479423e+01    9.545287e+00    3.745296e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.458984
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354353e-02    1.239107e-08    0.000000e+00 
	   energy              2.547258e-01    1.259098e-06    2.547258e-03 
	   displacement        1.479423e+01    2.416456e-03    3.923527e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.458984
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354353e-02    1.001524e-11    0.000000e+00 
	   energy              2.547258e-01    3.080516e-09    2.547258e-03 
	   displacement        1.479423e+01    1.455633e-05    3.932546e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.458984
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.354353e-02    7.601348e-17    0.000000e+00 
	   energy              2.547258e-01    1.065280e-13    2.547258e-03 
	   displacement        1.479423e+01    1.167579e-08    3.932720e-07 

------- converged at time : 0.458984

 ]0;(step 1/2: 46%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 12 : 0.495851 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.495851
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.531844e-02    1.595672e-04    0.000000e+00 
	   energy              2.909706e-01    2.419636e-02    2.909706e-03 
	   displacement        1.689310e+01    1.689310e+01    1.689310e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.495851
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.531844e-02    7.492952e-05    0.000000e+00 
	   energy              2.909706e-01    2.622415e-03    2.909706e-03 
	   displacement        1.689310e+01    5.636845e-01    1.269207e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.495851
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.531844e-02    2.837042e-06    0.000000e+00 
	   energy              2.909706e-01    6.370640e-06    2.909706e-03 
	   displacement        1.689310e+01    1.040342e+01    4.650589e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.495851
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.531844e-02    9.302008e-10    0.000000e+00 
	   energy              2.909706e-01    1.012446e-07    2.909706e-03 
	   displacement        1.689310e+01    6.724627e-03    4.433110e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.495851
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.531844e-02    3.189170e-12    0.000000e+00 
	   energy              2.909706e-01    3.759991e-10    2.909706e-03 
	   displacement        1.689310e+01    1.735503e-06    4.437190e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.495851
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.531844e-02    7.856179e-15    0.000000e+00 
	   energy              2.909706e-01    1.386127e-12    2.909706e-03 
	   displacement        1.689310e+01    7.577488e-09    4.437376e-07 

------- converged at time : 0.495851

 ]0;(step 1/2: 50%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 13 : 0.532718 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.532718
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.533509e-02    1.752317e-04    0.000000e+00 
	   energy              2.945444e-01    2.619722e-02    2.945444e-03 
	   displacement        1.721860e+01    1.721860e+01    1.721860e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.532718
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.533509e-02    6.361912e-05    0.000000e+00 
	   energy              2.945444e-01    2.441931e-03    2.945444e-03 
	   displacement        1.721860e+01    1.491948e+00    1.171869e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.532718
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.533509e-02    3.402239e-06    0.000000e+00 
	   energy              2.945444e-01    1.725244e-05    2.945444e-03 
	   displacement        1.721860e+01    1.114658e+01    1.578400e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.532718
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.533509e-02    1.235831e-10    0.000000e+00 
	   energy              2.945444e-01    3.569959e-08    2.945444e-03 
	   displacement        1.721860e+01    7.626117e-03    5.759705e-09 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.532718
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.533509e-02    1.591486e-20    0.000000e+00 
	   energy              2.945444e-01    3.659782e-15    2.945444e-03 
	   displacement        1.721860e+01    1.212422e-08    5.760206e-09 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.532718
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.533509e-02    1.628889e-26    0.000000e+00 
	   energy              2.945444e-01    3.381011e-25    2.945444e-03 
	   displacement        1.721860e+01    6.731986e-18    5.760206e-09 

------- converged at time : 0.532718

 ]0;(step 1/2: 53%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 14 : 0.569586 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.569586
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878216e-02    1.121365e-04    0.000000e+00 
	   energy              4.046810e-01    2.211160e-02    4.046810e-03 
	   displacement        2.178794e+01    2.178794e+01    2.178794e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.569586
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878216e-02    5.392014e-05    0.000000e+00 
	   energy              4.046810e-01    2.463890e-03    4.046810e-03 
	   displacement        2.178794e+01    1.376736e+00    1.501916e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.569586
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878216e-02    1.955260e-06    0.000000e+00 
	   energy              4.046810e-01    7.182608e-05    4.046810e-03 
	   displacement        2.178794e+01    1.504849e+01    1.410815e-10 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.569586
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878216e-02    1.354820e-13    0.000000e+00 
	   energy              4.046810e-01    3.860496e-10    4.046810e-03 
	   displacement        2.178794e+01    1.409810e-04    8.331924e-17 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.569586
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878216e-02    7.232267e-26    0.000000e+00 
	   energy              4.046810e-01    1.727624e-19    4.046810e-03 
	   displacement        2.178794e+01    8.331924e-11    7.972417e-30 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.569586

 ]0;(step 1/2: 57%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0381208


===== beginning time step 15 : 0.607706 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    9.173952e-05    0.000000e+00 
	   energy              2.895811e-01    1.935793e-02    2.895811e-03 
	   displacement        1.928567e+01    1.928567e+01    1.928567e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    4.315845e-05    0.000000e+00 
	   energy              2.895811e-01    1.977475e-03    2.895811e-03 
	   displacement        1.928567e+01    1.294693e+00    1.325630e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    1.521885e-06    0.000000e+00 
	   energy              2.895811e-01    7.693645e-05    2.895811e-03 
	   displacement        1.928567e+01    1.332360e+01    1.336816e-10 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    6.174987e-11    0.000000e+00 
	   energy              2.895811e-01    8.071625e-09    2.895811e-03 
	   displacement        1.928567e+01    1.396462e-04    4.462537e-13 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    6.469882e-13    0.000000e+00 
	   energy              2.895811e-01    4.864844e-11    2.895811e-03 
	   displacement        1.928567e+01    1.053252e-07    8.260203e-13 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    4.297399e-15    0.000000e+00 
	   energy              2.895811e-01    5.822062e-13    2.895811e-03 
	   displacement        1.928567e+01    1.711826e-09    8.620892e-13 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    6.450533e-18    0.000000e+00 
	   energy              2.895811e-01    1.292548e-15    2.895811e-03 
	   displacement        1.928567e+01    5.838061e-12    8.639045e-13 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 8
 Nonlinear solution status: time= 0.607706
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.202635e-02    1.101274e-26    0.000000e+00 
	   energy              2.895811e-01    1.639402e-23    2.895811e-03 
	   displacement        1.928567e+01    4.651376e-15    8.639305e-13 

------- converged at time : 0.607706

 ]0;(step 1/2: 61%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0330806


===== beginning time step 16 : 0.640787 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.640787
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.137071e-02    3.345440e-05    0.000000e+00 
	   energy              4.602923e-01    1.011290e-02    4.602923e-03 
	   displacement        1.112051e+01    1.112051e+01    1.112051e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.640787
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.137071e-02    2.003932e-05    0.000000e+00 
	   energy              4.602923e-01    7.253323e-04    4.602923e-03 
	   displacement        1.112051e+01    7.341561e-01    7.923671e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.640787
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.137071e-02    5.982785e-07    0.000000e+00 
	   energy              4.602923e-01    9.649392e-06    4.602923e-03 
	   displacement        1.112051e+01    7.820740e+00    8.128699e-10 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.640787
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.137071e-02    1.371216e-12    0.000000e+00 
	   energy              4.602923e-01    4.116164e-10    4.602923e-03 
	   displacement        1.112051e+01    8.261736e-04    8.631481e-13 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.640787
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.137071e-02    2.118848e-24    0.000000e+00 
	   energy              4.602923e-01    2.625538e-18    4.602923e-03 
	   displacement        1.112051e+01    8.349506e-11    8.639305e-13 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.640787

 ]0;(step 1/2: 64%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0346954


===== beginning time step 17 : 0.675482 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.675482
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383405e-03    1.918670e-05    0.000000e+00 
	   energy              9.261905e-02    4.544206e-03    9.261905e-04 
	   displacement        5.407807e+00    5.407807e+00    5.407807e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.675482
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383405e-03    1.126966e-05    0.000000e+00 
	   energy              9.261905e-02    4.016207e-04    9.261905e-04 
	   displacement        5.407807e+00    3.706434e-01    3.462949e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.675482
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383405e-03    1.515835e-07    0.000000e+00 
	   energy              9.261905e-02    4.930284e-06    9.261905e-04 
	   displacement        5.407807e+00    3.453643e+00    3.261450e-11 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.675482
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383405e-03    8.277877e-15    0.000000e+00 
	   energy              9.261905e-02    1.200799e-11    9.261905e-04 
	   displacement        5.407807e+00    3.261161e-05    1.661114e-18 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.675482
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383405e-03    1.311600e-26    0.000000e+00 
	   energy              9.261905e-02    4.360484e-22    9.261905e-04 
	   displacement        5.407807e+00    1.661115e-12    1.842144e-28 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.675482

 ]0;(step 1/2: 68%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0361562


===== beginning time step 18 : 0.711639 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.711639
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.259681e-04    1.072695e-05    0.000000e+00 
	   energy              2.364325e-02    2.398728e-03    2.364325e-04 
	   displacement        2.527428e+00    2.527428e+00    2.527428e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.711639
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.259681e-04    5.641522e-06    0.000000e+00 
	   energy              2.364325e-02    1.991724e-04    2.364325e-04 
	   displacement        2.527428e+00    1.742838e-01    1.754621e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.711639
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.259681e-04    2.916018e-08    0.000000e+00 
	   energy              2.364325e-02    2.918623e-06    2.364325e-04 
	   displacement        2.527428e+00    1.755771e+00    2.493310e-12 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.711639
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.259681e-04    4.162715e-17    0.000000e+00 
	   energy              2.364325e-02    9.066093e-13    2.364325e-04 
	   displacement        2.527428e+00    2.493070e-06    3.023341e-20 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.711639
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.259681e-04    1.136974e-26    0.000000e+00 
	   energy              2.364325e-02    2.169760e-23    2.364325e-04 
	   displacement        2.527428e+00    3.023341e-14    6.522389e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.711639

 ]0;(step 1/2: 71%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0374775


===== beginning time step 19 : 0.749116 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.749116
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.050497e-04    1.910343e-06    0.000000e+00 
	   energy              3.186840e-03    3.501784e-04    3.186840e-05 
	   displacement        3.410305e-01    3.410305e-01    3.410305e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.749116
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.050497e-04    7.316293e-07    0.000000e+00 
	   energy              3.186840e-03    2.901736e-05    3.186840e-05 
	   displacement        3.410305e-01    2.209508e-02    2.464715e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.749116
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.050497e-04    5.876563e-10    0.000000e+00 
	   energy              3.186840e-03    1.207112e-07    3.186840e-05 
	   displacement        3.410305e-01    2.464445e-01    1.179266e-13 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.749116
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.050497e-04    1.668664e-19    0.000000e+00 
	   energy              3.186840e-03    2.421652e-14    3.186840e-05 
	   displacement        3.410305e-01    1.179208e-07    1.861298e-22 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.749116
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.050497e-04    1.068874e-26    0.000000e+00 
	   energy              3.186840e-03    7.369587e-25    3.186840e-05 
	   displacement        3.410305e-01    1.861299e-16    5.546539e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.749116

 ]0;(step 1/2: 75%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0386727


===== beginning time step 20 : 0.787789 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.787789
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019556e-04    2.045721e-06    0.000000e+00 
	   energy              3.068698e-03    3.368428e-04    3.068698e-05 
	   displacement        3.179515e-01    3.179515e-01    3.179515e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.787789
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019556e-04    7.384608e-07    0.000000e+00 
	   energy              3.068698e-03    1.380507e-05    3.068698e-05 
	   displacement        3.179515e-01    6.185193e-04    2.975597e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.787789
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019556e-04    2.288192e-07    0.000000e+00 
	   energy              3.068698e-03    1.973344e-05    3.068698e-05 
	   displacement        3.179515e-01    2.230171e-01    6.389603e-09 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.787789
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019556e-04    6.808418e-12    0.000000e+00 
	   energy              3.068698e-03    1.614009e-09    3.068698e-05 
	   displacement        3.179515e-01    6.387496e-03    4.734219e-16 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.787789
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019556e-04    2.597344e-23    0.000000e+00 
	   energy              3.068698e-03    2.060945e-17    3.068698e-05 
	   displacement        3.179515e-01    4.734200e-10    3.896652e-27 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.787789

 ]0;(step 1/2: 79%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0397539


===== beginning time step 21 : 0.827543 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.827543
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.690926e-03    1.982432e-05    0.000000e+00 
	   energy              8.304918e-02    3.928997e-03    8.304918e-04 
	   displacement        3.824378e+00    3.824378e+00    3.824378e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.827543
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.690926e-03    8.498791e-06    0.000000e+00 
	   energy              8.304918e-02    1.554892e-04    8.304918e-04 
	   displacement        3.824378e+00    6.889883e-03    3.593886e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.827543
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.690926e-03    3.726202e-07    0.000000e+00 
	   energy              8.304918e-02    1.124491e-04    8.304918e-04 
	   displacement        3.824378e+00    3.322892e+00    6.369344e-09 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.827543
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.690926e-03    7.252422e-12    0.000000e+00 
	   energy              8.304918e-02    4.031055e-09    8.304918e-04 
	   displacement        3.824378e+00    6.365425e-03    9.677168e-16 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.827543
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.690926e-03    4.543680e-23    0.000000e+00 
	   energy              8.304918e-02    2.253116e-17    8.304918e-04 
	   displacement        3.824378e+00    9.677156e-10    6.961461e-27 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.827543

 ]0;(step 1/2: 83%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0407318


===== beginning time step 22 : 0.868275 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.868275
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.506567e-03    5.908278e-05    0.000000e+00 
	   energy              2.070923e-01    1.037484e-02    2.070923e-03 
	   displacement        1.029683e+01    1.029683e+01    1.029683e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.868275
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.506567e-03    2.100911e-05    0.000000e+00 
	   energy              2.070923e-01    3.875284e-04    2.070923e-03 
	   displacement        1.029683e+01    1.760012e-02    9.686758e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.868275
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.506567e-03    2.945570e-06    0.000000e+00 
	   energy              2.070923e-01    4.190960e-04    2.070923e-03 
	   displacement        1.029683e+01    8.507715e+00    5.035303e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.868275
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.506567e-03    9.916340e-10    0.000000e+00 
	   energy              2.070923e-01    8.680253e-09    2.070923e-03 
	   displacement        1.029683e+01    5.029894e-02    5.367569e-14 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.868275
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.506567e-03    4.967182e-19    0.000000e+00 
	   energy              2.070923e-01    3.035338e-14    2.070923e-03 
	   displacement        1.029683e+01    5.367411e-08    4.713325e-23 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.868275
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.506567e-03    1.222263e-26    0.000000e+00 
	   energy              2.070923e-01    5.203807e-25    2.070923e-03 
	   displacement        1.029683e+01    4.708154e-17    3.895207e-27 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.868275

 ]0;(step 1/2: 87%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 23 : 0.909006 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.909006
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.067420e-03    1.008332e-04    0.000000e+00 
	   energy              1.535665e-01    1.714811e-02    1.535665e-03 
	   displacement        1.579187e+01    1.579187e+01    1.579187e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.909006
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.067420e-03    4.023645e-05    0.000000e+00 
	   energy              1.535665e-01    7.311399e-04    1.535665e-03 
	   displacement        1.579187e+01    2.777632e-02    1.479476e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.909006
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.067420e-03    8.310002e-06    0.000000e+00 
	   energy              1.535665e-01    5.902557e-04    1.535665e-03 
	   displacement        1.579187e+01    1.175361e+01    2.558425e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.909006
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.067420e-03    2.827635e-08    0.000000e+00 
	   energy              1.535665e-01    7.746544e-08    1.535665e-03 
	   displacement        1.579187e+01    2.552542e-01    1.494755e-12 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.909006
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.067420e-03    4.049124e-16    0.000000e+00 
	   energy              1.535665e-01    4.030292e-12    1.535665e-03 
	   displacement        1.579187e+01    1.494484e-06    1.257795e-19 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.909006
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.067420e-03    1.009591e-26    0.000000e+00 
	   energy              1.535665e-01    4.024422e-23    1.535665e-03 
	   displacement        1.579187e+01    1.257795e-13    5.112363e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.909006

 ]0;(step 1/2: 91%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 24 : 0.949738 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    1.377176e-04    0.000000e+00 
	   energy              1.772430e-01    2.250384e-02    1.772430e-03 
	   displacement        2.039574e+01    2.039574e+01    2.039574e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    5.214419e-05    0.000000e+00 
	   energy              1.772430e-01    9.860919e-04    1.772430e-03 
	   displacement        2.039574e+01    4.855979e-02    1.894271e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    4.277047e-06    0.000000e+00 
	   energy              1.772430e-01    3.244076e-04    1.772430e-03 
	   displacement        2.039574e+01    1.769413e+01    3.481767e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    2.406283e-09    0.000000e+00 
	   energy              1.772430e-01    4.579953e-08    1.772430e-03 
	   displacement        2.039574e+01    3.479331e-02    9.422002e-13 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    8.669097e-13    0.000000e+00 
	   energy              1.772430e-01    6.222617e-11    1.772430e-03 
	   displacement        2.039574e+01    3.252325e-07    1.448632e-12 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    1.080362e-14    0.000000e+00 
	   energy              1.772430e-01    1.297263e-12    1.772430e-03 
	   displacement        2.039574e+01    1.081319e-09    1.469912e-12 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    1.231963e-17    0.000000e+00 
	   energy              1.772430e-01    2.788877e-15    1.772430e-03 
	   displacement        2.039574e+01    1.070304e-11    1.471141e-12 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 8
 Nonlinear solution status: time= 0.949738
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.751612e-03    1.229249e-21    0.000000e+00 
	   energy              1.772430e-01    2.027840e-19    1.772430e-03 
	   displacement        2.039574e+01    5.069518e-15    1.471153e-12 

------- converged at time : 0.949738

 ]0;(step 1/2: 95%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0353418


===== beginning time step 25 : 0.98508 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 0.98508
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826923e-02    1.256695e-04    0.000000e+00 
	   energy              1.011482e+00    2.443813e-02    1.011482e-02 
	   displacement        2.458668e+01    2.458668e+01    2.458668e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 0.98508
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826923e-02    4.351740e-05    0.000000e+00 
	   energy              1.011482e+00    8.091689e-04    1.011482e-02 
	   displacement        2.458668e+01    4.460758e-02    2.308230e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 0.98508
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826923e-02    4.072307e-06    0.000000e+00 
	   energy              1.011482e+00    1.398875e-03    1.011482e-02 
	   displacement        2.458668e+01    1.929624e+01    1.815195e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 0.98508
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826923e-02    1.993156e-09    0.000000e+00 
	   energy              1.011482e+00    1.061761e-07    1.011482e-02 
	   displacement        2.458668e+01    1.810189e-01    1.781351e-12 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 0.98508
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826923e-02    6.278692e-19    0.000000e+00 
	   energy              1.011482e+00    1.912840e-14    1.011482e-02 
	   displacement        2.458668e+01    1.206120e-07    1.471155e-12 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 0.98508
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.826923e-02    1.241436e-26    0.000000e+00 
	   energy              1.011482e+00    1.512503e-24    1.011482e-02 
	   displacement        2.458668e+01    2.084632e-16    1.471153e-12 

------- converged at time : 0.98508

 ]0;(step 1/2: 99%) tempModel.feb - FEBio 2.9.1.0  MUST POINT CONTROLLER: adjusting time step. dt = 0.0149201


===== beginning time step 26 : 1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 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            1.685685e-03    2.369160e-05    0.000000e+00 
	   energy              4.430045e-02    4.261205e-03    4.430045e-04 
	   displacement        3.782978e+00    3.782978e+00    3.782978e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 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            1.685685e-03    1.055242e-05    0.000000e+00 
	   energy              4.430045e-02    2.059937e-04    4.430045e-04 
	   displacement        3.782978e+00    9.469480e-03    3.526849e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 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            1.685685e-03    6.255407e-07    0.000000e+00 
	   energy              4.430045e-02    6.687364e-05    4.430045e-04 
	   displacement        3.782978e+00    3.171635e+00    1.599316e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.685685e-03    1.714917e-10    0.000000e+00 
	   energy              4.430045e-02    3.156007e-09    4.430045e-04 
	   displacement        3.782978e+00    1.598249e-02    1.472460e-14 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.685685e-03    1.103719e-19    0.000000e+00 
	   energy              4.430045e-02    8.048726e-15    4.430045e-04 
	   displacement        3.782978e+00    1.472400e-08    1.304109e-23 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.685685e-03    1.238916e-26    0.000000e+00 
	   energy              4.430045e-02    5.972656e-25    4.430045e-04 
	   displacement        3.782978e+00    1.303741e-17    3.926606e-30 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 1

 ]0;(step 1/2: 100%) tempModel.feb - FEBio 2.9.1.0  

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 .................... : 26

	Total number of equilibrium iterations ............ : 157

	Average number of equilibrium iterations .......... : 6.03846

	Total number of right hand evaluations ............ : 187

	Total number of stiffness reformations ............ : 157

	Time in linear solver: 0:00:07


===== beginning time step 1 : 1.05 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    1.504703e-02    0.000000e+00 
	   energy              3.198568e-01    1.417509e-02    3.198568e-03 
	   displacement        1.176529e+01    1.176529e+01    1.176529e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    3.290843e-04    0.000000e+00 
	   energy              3.198568e-01    6.590753e-03    3.198568e-03 
	   displacement        1.176529e+01    4.710889e+00    1.217801e-05 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    1.776238e-05    0.000000e+00 
	   energy              3.198568e-01    1.070651e-03    3.198568e-03 
	   displacement        1.176529e+01    9.638402e-01    1.269185e-05 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    7.965298e-07    0.000000e+00 
	   energy              3.198568e-01    7.163767e-05    3.198568e-03 
	   displacement        1.176529e+01    1.993225e-01    1.362751e-05 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    1.750811e-07    0.000000e+00 
	   energy              3.198568e-01    4.911168e-06    3.198568e-03 
	   displacement        1.176529e+01    6.676390e-03    1.380268e-05 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    2.156640e-07    0.000000e+00 
	   energy              3.198568e-01    2.365773e-06    3.198568e-03 
	   displacement        1.176529e+01    5.095232e-04    1.381781e-05 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    2.866133e-08    0.000000e+00 
	   energy              3.198568e-01    9.430678e-07    3.198568e-03 
	   displacement        1.176529e+01    6.996410e-04    1.385223e-05 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 8
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 8
	step from line search         = 0.576664
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    1.534543e-08    0.000000e+00 
	   energy              3.198568e-01    3.685539e-07    3.198568e-03 
	   displacement        1.176529e+01    3.282752e-05    1.384506e-05 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 9
 Nonlinear solution status: time= 1.05
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 0.371939
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.878612e-02    1.162785e-08    0.000000e+00 
	   energy              3.198568e-01    1.188649e-07    3.198568e-03 
	   displacement        1.176529e+01    4.566685e-06    1.384769e-05 

------- converged at time : 1.05

 ]0;(step 2/2: 5%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0409166


===== beginning time step 2 : 1.09092 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    1.832205e-03    0.000000e+00 
	   energy              4.607896e-01    5.995758e-02    4.607896e-03 
	   displacement        1.052409e+01    1.052409e+01    1.052409e-05 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    1.912410e-04    0.000000e+00 
	   energy              4.607896e-01    5.988459e-03    4.607896e-03 
	   displacement        1.052409e+01    4.226523e-01    8.067861e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    7.496505e-06    0.000000e+00 
	   energy              4.607896e-01    3.889619e-04    4.607896e-03 
	   displacement        1.052409e+01    7.387850e-01    7.273399e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    1.527309e-07    0.000000e+00 
	   energy              4.607896e-01    2.826097e-05    4.607896e-03 
	   displacement        1.052409e+01    5.857231e-02    7.660315e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    2.960273e-08    0.000000e+00 
	   energy              4.607896e-01    5.719124e-07    4.607896e-03 
	   displacement        1.052409e+01    1.418240e-03    7.737321e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    7.629534e-13    0.000000e+00 
	   energy              4.607896e-01    1.051061e-09    4.607896e-03 
	   displacement        1.052409e+01    2.809071e-05    7.741945e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.09092
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.877036e-02    4.989878e-22    0.000000e+00 
	   energy              4.607896e-01    7.805848e-17    4.607896e-03 
	   displacement        1.052409e+01    1.071084e-09    7.741958e-06 

------- converged at time : 1.09092

 ]0;(step 2/2: 9%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0379185


===== beginning time step 3 : 1.12884 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    1.262337e-03    0.000000e+00 
	   energy              2.810220e-01    4.119510e-02    2.810220e-03 
	   displacement        6.287344e+00    6.287344e+00    6.287344e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    1.036870e-04    0.000000e+00 
	   energy              2.810220e-01    3.680184e-03    2.810220e-03 
	   displacement        6.287344e+00    3.200044e-01    4.565060e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    9.530621e-06    0.000000e+00 
	   energy              2.810220e-01    1.777787e-04    2.810220e-03 
	   displacement        6.287344e+00    3.323755e-01    4.112148e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    1.618652e-07    0.000000e+00 
	   energy              2.810220e-01    1.677026e-05    2.810220e-03 
	   displacement        6.287344e+00    3.965375e-02    4.300436e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    1.991868e-08    0.000000e+00 
	   energy              2.810220e-01    5.335007e-07    2.810220e-03 
	   displacement        6.287344e+00    8.177480e-04    4.346392e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    1.367796e-09    0.000000e+00 
	   energy              2.810220e-01    4.752552e-08    2.810220e-03 
	   displacement        6.287344e+00    1.414359e-05    4.349682e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.12884
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.473491e-02    7.868295e-16    0.000000e+00 
	   energy              2.810220e-01    8.755655e-12    2.810220e-03 
	   displacement        6.287344e+00    9.886574e-07    4.350096e-06 

------- converged at time : 1.12884

 ]0;(step 2/2: 13%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0351428


===== beginning time step 4 : 1.16398 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    7.858630e-04    0.000000e+00 
	   energy              1.482046e-01    2.268778e-02    1.482046e-03 
	   displacement        3.289994e+00    3.289994e+00    3.289994e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    4.815784e-05    0.000000e+00 
	   energy              1.482046e-01    1.947627e-03    1.482046e-03 
	   displacement        3.289994e+00    2.208464e-01    2.351996e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    1.596780e-06    0.000000e+00 
	   energy              1.482046e-01    9.900711e-05    1.482046e-03 
	   displacement        3.289994e+00    1.314161e-01    2.159479e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    1.707492e-07    0.000000e+00 
	   energy              1.482046e-01    7.242838e-06    1.482046e-03 
	   displacement        3.289994e+00    9.599782e-03    2.257142e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    5.296349e-09    0.000000e+00 
	   energy              1.482046e-01    4.358940e-07    1.482046e-03 
	   displacement        3.289994e+00    5.496423e-04    2.279910e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    6.078854e-14    0.000000e+00 
	   energy              1.482046e-01    4.355240e-10    1.482046e-03 
	   displacement        3.289994e+00    8.267402e-06    2.282656e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.16398
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.336226e-02    4.856336e-23    0.000000e+00 
	   energy              1.482046e-01    6.648092e-17    1.482046e-03 
	   displacement        3.289994e+00    2.253486e-10    2.282670e-06 

------- converged at time : 1.16398

 ]0;(step 2/2: 16%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.032573


===== beginning time step 5 : 1.19655 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    4.375137e-04    0.000000e+00 
	   energy              6.080915e-02    9.632898e-03    6.080915e-04 
	   displacement        1.330661e+00    1.330661e+00    1.330661e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    1.705854e-05    0.000000e+00 
	   energy              6.080915e-02    8.067692e-04    6.080915e-04 
	   displacement        1.330661e+00    1.233772e-01    9.715570e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    9.907979e-07    0.000000e+00 
	   energy              6.080915e-02    5.525494e-05    6.080915e-04 
	   displacement        1.330661e+00    3.569110e-02    9.362995e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    5.882160e-08    0.000000e+00 
	   energy              6.080915e-02    2.448009e-06    6.080915e-04 
	   displacement        1.330661e+00    4.399703e-03    9.737577e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    1.428357e-08    0.000000e+00 
	   energy              6.080915e-02    1.345047e-07    6.080915e-04 
	   displacement        1.330661e+00    9.378125e-05    9.815752e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    4.300459e-09    0.000000e+00 
	   energy              6.080915e-02    8.103807e-08    6.080915e-04 
	   displacement        1.330661e+00    1.388703e-05    9.818521e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    6.894155e-16    0.000000e+00 
	   energy              6.080915e-02    3.492793e-12    6.080915e-04 
	   displacement        1.330661e+00    2.081414e-06    9.822254e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 8
 Nonlinear solution status: time= 1.19655
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.574748e-03    1.292307e-26    0.000000e+00 
	   energy              6.080915e-02    1.762768e-21    6.080915e-04 
	   displacement        1.330661e+00    7.267373e-13    9.822261e-07 

------- converged at time : 1.19655

 ]0;(step 2/2: 20%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.028276


===== beginning time step 6 : 1.22483 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.22483
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.303024e-03    1.929321e-04    0.000000e+00 
	   energy              1.419446e-02    1.993403e-03    1.419446e-04 
	   displacement        3.079439e-01    3.079439e-01    3.079439e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.22483
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.303024e-03    4.238821e-06    0.000000e+00 
	   energy              1.419446e-02    2.403266e-04    1.419446e-04 
	   displacement        3.079439e-01    5.598747e-02    2.649800e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.22483
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.303024e-03    1.455782e-07    0.000000e+00 
	   energy              1.419446e-02    1.016298e-05    1.419446e-04 
	   displacement        3.079439e-01    8.100640e-03    2.812127e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.22483
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.303024e-03    2.030771e-08    0.000000e+00 
	   energy              1.419446e-02    5.736123e-07    1.419446e-04 
	   displacement        3.079439e-01    5.640508e-04    2.931955e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.22483
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.303024e-03    8.681022e-13    0.000000e+00 
	   energy              1.419446e-02    2.493350e-09    1.419446e-04 
	   displacement        3.079439e-01    3.305846e-05    2.954396e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.22483
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.303024e-03    2.147412e-20    0.000000e+00 
	   energy              1.419446e-02    5.568018e-15    1.419446e-04 
	   displacement        3.079439e-01    6.461743e-09    2.954622e-07 

------- converged at time : 1.22483

 ]0;(step 2/2: 22%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 7 : 1.2531 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.2531
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.250030e-04    7.414699e-05    0.000000e+00 
	   energy              1.441009e-03    4.560119e-04    1.441009e-05 
	   displacement        3.208531e-02    3.208531e-02    3.208531e-08 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.2531
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.250030e-04    8.576456e-07    0.000000e+00 
	   energy              1.441009e-03    5.979436e-05    1.441009e-05 
	   displacement        3.208531e-02    2.281445e-02    7.788671e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.2531
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.250030e-04    1.510327e-08    0.000000e+00 
	   energy              1.441009e-03    1.354023e-06    1.441009e-05 
	   displacement        3.208531e-02    2.076035e-03    9.409403e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.2531
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.250030e-04    7.788902e-14    0.000000e+00 
	   energy              1.441009e-03    5.608968e-10    1.441009e-05 
	   displacement        3.208531e-02    2.421739e-05    9.596430e-08 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.2531
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.250030e-04    1.060046e-23    0.000000e+00 
	   energy              1.441009e-03    2.512942e-17    1.441009e-05 
	   displacement        3.208531e-02    1.733385e-10    9.596871e-08 

------- converged at time : 1.2531

 ]0;(step 2/2: 25%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0303495


===== beginning time step 8 : 1.28345 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.28345
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.384925e-04    3.730957e-05    0.000000e+00 
	   energy              5.682137e-03    2.385435e-05    5.682137e-05 
	   displacement        1.262754e-01    1.262754e-01    1.262754e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.28345
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.384925e-04    3.405176e-07    0.000000e+00 
	   energy              5.682137e-03    2.714731e-05    5.682137e-05 
	   displacement        1.262754e-01    1.061190e-02    1.365308e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.28345
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.384925e-04    4.737539e-09    0.000000e+00 
	   energy              5.682137e-03    4.120892e-07    5.682137e-05 
	   displacement        1.262754e-01    8.576421e-04    1.455262e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.28345
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.384925e-04    2.797038e-15    0.000000e+00 
	   energy              5.682137e-03    3.721206e-11    5.682137e-05 
	   displacement        1.262754e-01    4.826045e-06    1.462975e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.28345
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.384925e-04    2.089555e-26    0.000000e+00 
	   energy              5.682137e-03    8.325312e-20    5.682137e-05 
	   displacement        1.262754e-01    4.219677e-12    1.462983e-07 

------- converged at time : 1.28345

 ]0;(step 2/2: 28%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.032225


===== beginning time step 9 : 1.31568 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.31568
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.226690e-03    1.420206e-04    0.000000e+00 
	   energy              3.396634e-02    4.662440e-03    3.396634e-04 
	   displacement        7.355665e-01    7.355665e-01    7.355665e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.31568
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.226690e-03    2.936736e-06    0.000000e+00 
	   energy              3.396634e-02    1.719790e-04    3.396634e-04 
	   displacement        7.355665e-01    3.662105e-02    5.328284e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.31568
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.226690e-03    4.309661e-08    0.000000e+00 
	   energy              3.396634e-02    2.859689e-06    3.396634e-04 
	   displacement        7.355665e-01    3.126402e-03    5.128863e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.31568
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.226690e-03    5.644579e-12    0.000000e+00 
	   energy              3.396634e-02    4.420899e-09    3.396634e-04 
	   displacement        7.355665e-01    1.004825e-04    5.156967e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.31568
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.226690e-03    1.871960e-20    0.000000e+00 
	   energy              3.396634e-02    6.738697e-15    3.396634e-04 
	   displacement        7.355665e-01    8.326515e-09    5.157200e-07 

------- converged at time : 1.31568

 ]0;(step 2/2: 32%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0339216


===== beginning time step 10 : 1.3496 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.3496
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.813246e-03    4.456062e-04    0.000000e+00 
	   energy              9.358239e-02    1.461789e-02    9.358239e-04 
	   displacement        2.020726e+00    2.020726e+00    2.020726e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.3496
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.813246e-03    2.137694e-05    0.000000e+00 
	   energy              9.358239e-02    9.749314e-04    9.358239e-04 
	   displacement        2.020726e+00    1.197409e-01    1.389610e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.3496
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.813246e-03    3.165519e-07    0.000000e+00 
	   energy              9.358239e-02    1.813790e-05    9.358239e-04 
	   displacement        2.020726e+00    2.404977e-02    1.201479e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.3496
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.813246e-03    1.325087e-12    0.000000e+00 
	   energy              9.358239e-02    5.304425e-09    9.358239e-04 
	   displacement        2.020726e+00    2.771422e-04    1.198681e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.3496
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.813246e-03    4.878200e-22    0.000000e+00 
	   energy              9.358239e-02    4.273649e-16    9.358239e-04 
	   displacement        2.020726e+00    2.366592e-09    1.198685e-06 

------- converged at time : 1.3496

 ]0;(step 2/2: 35%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0354562


===== beginning time step 11 : 1.38506 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.38506
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.736635e-02    8.862697e-04    0.000000e+00 
	   energy              1.875468e-01    2.844312e-02    1.875468e-03 
	   displacement        4.086216e+00    4.086216e+00    4.086216e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.38506
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.736635e-02    7.667070e-05    0.000000e+00 
	   energy              1.875468e-01    2.705679e-03    1.875468e-03 
	   displacement        4.086216e+00    2.478359e-01    2.842760e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.38506
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.736635e-02    2.492774e-06    0.000000e+00 
	   energy              1.875468e-01    9.973944e-05    1.875468e-03 
	   displacement        4.086216e+00    1.066569e-01    2.319170e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.38506
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.736635e-02    6.506315e-08    0.000000e+00 
	   energy              1.875468e-01    3.644695e-07    1.875468e-03 
	   displacement        4.086216e+00    2.675433e-03    2.319951e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.38506
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.736635e-02    2.946003e-11    0.000000e+00 
	   energy              1.875468e-01    4.150888e-10    1.875468e-03 
	   displacement        4.086216e+00    2.010511e-05    2.322362e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.38506
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.736635e-02    2.288156e-20    0.000000e+00 
	   energy              1.875468e-01    1.766913e-15    1.875468e-03 
	   displacement        4.086216e+00    5.922833e-09    2.322351e-06 

------- converged at time : 1.38506

 ]0;(step 2/2: 39%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 12 : 1.42051 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    1.243608e-03    0.000000e+00 
	   energy              2.793359e-01    3.995441e-02    2.793359e-03 
	   displacement        6.199117e+00    6.199117e+00    6.199117e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    1.444514e-04    0.000000e+00 
	   energy              2.793359e-01    4.483803e-03    2.793359e-03 
	   displacement        6.199117e+00    3.588577e-01    4.409941e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    3.021537e-06    0.000000e+00 
	   energy              2.793359e-01    1.064336e-04    2.793359e-03 
	   displacement        6.199117e+00    3.651528e-01    3.846785e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    1.428188e-07    0.000000e+00 
	   energy              2.793359e-01    5.425275e-06    2.793359e-03 
	   displacement        6.199117e+00    6.287960e-03    3.946289e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    4.386730e-08    0.000000e+00 
	   energy              2.793359e-01    3.824818e-07    2.793359e-03 
	   displacement        6.199117e+00    1.632667e-04    3.959326e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    2.612092e-08    0.000000e+00 
	   energy              2.793359e-01    2.849165e-07    2.793359e-03 
	   displacement        6.199117e+00    9.236269e-06    3.958978e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.42051
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 7
	step from line search         = 0.577260
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.529479e-02    4.454634e-09    0.000000e+00 
	   energy              2.793359e-01    6.878108e-08    2.793359e-03 
	   displacement        6.199117e+00    2.726442e-06    3.959370e-06 

------- converged at time : 1.42051

 ]0;(step 2/2: 42%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0328631


===== beginning time step 13 : 1.45337 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    1.192671e-03    0.000000e+00 
	   energy              3.031385e-01    3.806087e-02    3.031385e-03 
	   displacement        6.812917e+00    6.812917e+00    6.812917e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    1.812869e-04    0.000000e+00 
	   energy              3.031385e-01    5.054310e-03    3.031385e-03 
	   displacement        6.812917e+00    3.633675e-01    5.138069e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    3.451282e-06    0.000000e+00 
	   energy              3.031385e-01    4.150886e-04    3.031385e-03 
	   displacement        6.812917e+00    8.815192e-01    5.333617e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    2.315821e-07    0.000000e+00 
	   energy              3.031385e-01    2.166252e-05    3.031385e-03 
	   displacement        6.812917e+00    8.440489e-02    6.025104e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    4.510288e-08    0.000000e+00 
	   energy              3.031385e-01    1.212874e-06    3.031385e-03 
	   displacement        6.812917e+00    1.099955e-03    6.099346e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    2.243347e-10    0.000000e+00 
	   energy              3.031385e-01    2.043669e-08    3.031385e-03 
	   displacement        6.812917e+00    4.774992e-05    6.106315e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.45337
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.672544e-02    5.490146e-14    0.000000e+00 
	   energy              3.031385e-01    1.602019e-11    3.031385e-03 
	   displacement        6.812917e+00    5.081370e-08    6.106367e-06 

------- converged at time : 1.45337

 ]0;(step 2/2: 45%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0304624


===== beginning time step 14 : 1.48384 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.48384
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503658e-02    1.027329e-03    0.000000e+00 
	   energy              2.943382e-01    3.533198e-02    2.943382e-03 
	   displacement        6.746871e+00    6.746871e+00    6.746871e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.48384
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503658e-02    1.847053e-04    0.000000e+00 
	   energy              2.943382e-01    5.027918e-03    2.943382e-03 
	   displacement        6.746871e+00    3.841146e-01    5.009111e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.48384
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503658e-02    4.768227e-06    0.000000e+00 
	   energy              2.943382e-01    6.375296e-04    2.943382e-03 
	   displacement        6.746871e+00    1.954617e+00    6.608594e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.48384
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503658e-02    5.190199e-08    0.000000e+00 
	   energy              2.943382e-01    1.822043e-05    2.943382e-03 
	   displacement        6.746871e+00    2.356263e-01    8.246463e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.48384
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503658e-02    7.809958e-12    0.000000e+00 
	   energy              2.943382e-01    3.880040e-08    2.943382e-03 
	   displacement        6.746871e+00    1.333622e-03    8.352962e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.48384
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503658e-02    9.639354e-19    0.000000e+00 
	   energy              2.943382e-01    1.798900e-13    2.943382e-03 
	   displacement        6.746871e+00    2.356302e-07    8.354185e-06 

------- converged at time : 1.48384

 ]0;(step 2/2: 48%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 15 : 1.5143 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    2.027119e-03    0.000000e+00 
	   energy              3.035054e-01    3.070288e-02    3.035054e-03 
	   displacement        7.065163e+00    7.065163e+00    7.065163e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    4.949879e-05    0.000000e+00 
	   energy              3.035054e-01    2.387024e-03    3.035054e-03 
	   displacement        7.065163e+00    1.200700e+00    4.289190e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    1.292261e-06    0.000000e+00 
	   energy              3.035054e-01    7.346179e-05    3.035054e-03 
	   displacement        7.065163e+00    4.736172e-01    4.400556e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    2.053139e-08    0.000000e+00 
	   energy              3.035054e-01    3.346213e-07    3.035054e-03 
	   displacement        7.065163e+00    2.856131e-02    4.489934e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    3.771232e-09    0.000000e+00 
	   energy              3.035054e-01    5.150221e-08    3.035054e-03 
	   displacement        7.065163e+00    9.179038e-05    4.496497e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    1.677446e-15    0.000000e+00 
	   energy              3.035054e-01    1.122456e-11    3.035054e-03 
	   displacement        7.065163e+00    6.037350e-06    4.497238e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.5143
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.503188e-02    1.073048e-26    0.000000e+00 
	   energy              3.035054e-01    7.501041e-23    3.035054e-03 
	   displacement        7.065163e+00    1.166820e-12    4.497237e-06 

------- converged at time : 1.5143

 ]0;(step 2/2: 51%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0282398


===== beginning time step 16 : 1.54254 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.54254
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.990962e-02    9.123469e-04    0.000000e+00 
	   energy              2.432694e-01    3.083261e-02    2.432694e-03 
	   displacement        5.824555e+00    5.824555e+00    5.824555e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.54254
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.990962e-02    1.097604e-04    0.000000e+00 
	   energy              2.432694e-01    3.194108e-03    2.432694e-03 
	   displacement        5.824555e+00    1.821613e-01    4.548840e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.54254
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.990962e-02    7.920047e-07    0.000000e+00 
	   energy              2.432694e-01    1.170689e-04    2.432694e-03 
	   displacement        5.824555e+00    3.944873e-01    3.900039e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.54254
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.990962e-02    1.343140e-08    0.000000e+00 
	   energy              2.432694e-01    3.195916e-06    2.432694e-03 
	   displacement        5.824555e+00    1.198044e-02    4.023054e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.54254
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.990962e-02    2.654204e-09    0.000000e+00 
	   energy              2.432694e-01    3.310035e-08    2.432694e-03 
	   displacement        5.824555e+00    9.833558e-05    4.034504e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.54254
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.990962e-02    1.178096e-14    0.000000e+00 
	   energy              2.432694e-01    6.039454e-11    2.432694e-03 
	   displacement        5.824555e+00    2.310259e-06    4.034816e-06 

------- converged at time : 1.54254

 ]0;(step 2/2: 54%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 17 : 1.57078 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    9.140340e-04    0.000000e+00 
	   energy              2.222124e-01    2.906903e-02    2.222124e-03 
	   displacement        5.244556e+00    5.244556e+00    5.244556e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    8.043438e-05    0.000000e+00 
	   energy              2.222124e-01    2.818606e-03    2.222124e-03 
	   displacement        5.244556e+00    2.199233e-01    3.986178e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    4.479094e-06    0.000000e+00 
	   energy              2.222124e-01    1.651401e-04    2.222124e-03 
	   displacement        5.244556e+00    3.038844e-01    3.597298e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    2.055548e-07    0.000000e+00 
	   energy              2.222124e-01    1.355885e-06    2.222124e-03 
	   displacement        5.244556e+00    2.387731e-02    3.729812e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    4.887693e-09    0.000000e+00 
	   energy              2.222124e-01    2.694964e-07    2.222124e-03 
	   displacement        5.244556e+00    6.960096e-04    3.760735e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    4.377864e-14    0.000000e+00 
	   energy              2.222124e-01    2.166039e-10    2.222124e-03 
	   displacement        5.244556e+00    6.646159e-06    3.763266e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.57078
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.859119e-02    1.512668e-23    0.000000e+00 
	   energy              2.222124e-01    2.105726e-17    2.222124e-03 
	   displacement        5.244556e+00    1.272489e-10    3.763276e-06 

------- converged at time : 1.57078

 ]0;(step 2/2: 57%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0261821


===== beginning time step 18 : 1.59696 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    7.469565e-04    0.000000e+00 
	   energy              1.609699e-01    2.226109e-02    1.609699e-03 
	   displacement        3.746946e+00    3.746946e+00    3.746946e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    5.460767e-05    0.000000e+00 
	   energy              1.609699e-01    1.948780e-03    1.609699e-03 
	   displacement        3.746946e+00    2.097448e-01    2.764512e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    1.762784e-06    0.000000e+00 
	   energy              1.609699e-01    1.093483e-04    1.609699e-03 
	   displacement        3.746946e+00    1.653996e-01    2.515114e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    5.231817e-08    0.000000e+00 
	   energy              1.609699e-01    6.488007e-06    1.609699e-03 
	   displacement        3.746946e+00    1.191182e-02    2.605341e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    7.353282e-09    0.000000e+00 
	   energy              1.609699e-01    1.516916e-07    1.609699e-03 
	   displacement        3.746946e+00    1.883433e-04    2.621790e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    2.706554e-09    0.000000e+00 
	   energy              1.609699e-01    1.036594e-08    1.609699e-03 
	   displacement        3.746946e+00    4.059011e-06    2.622708e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.59696
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.381141e-02    1.656723e-15    0.000000e+00 
	   energy              1.609699e-01    4.838740e-13    1.609699e-03 
	   displacement        3.746946e+00    1.497671e-06    2.622938e-06 

------- converged at time : 1.59696

 ]0;(step 2/2: 60%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.024277


===== beginning time step 19 : 1.62124 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.62124
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.610904e-03    5.967447e-04    0.000000e+00 
	   energy              1.093864e-01    1.714111e-02    1.093864e-03 
	   displacement        2.509856e+00    2.509856e+00    2.509856e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.62124
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.610904e-03    3.442861e-05    0.000000e+00 
	   energy              1.093864e-01    1.450893e-03    1.093864e-03 
	   displacement        2.509856e+00    1.742795e-01    1.762064e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.62124
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.610904e-03    8.699175e-07    0.000000e+00 
	   energy              1.093864e-01    5.285301e-05    1.093864e-03 
	   displacement        2.509856e+00    9.260089e-02    1.610342e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.62124
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.610904e-03    5.569232e-08    0.000000e+00 
	   energy              1.093864e-01    5.541337e-06    1.093864e-03 
	   displacement        2.509856e+00    5.268527e-03    1.670430e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.62124
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.610904e-03    1.181110e-09    0.000000e+00 
	   energy              1.093864e-01    9.661895e-08    1.093864e-03 
	   displacement        2.509856e+00    2.252484e-04    1.684237e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.62124
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.610904e-03    4.836338e-16    0.000000e+00 
	   energy              1.093864e-01    9.078423e-12    1.093864e-03 
	   displacement        2.509856e+00    1.001918e-06    1.685063e-06 

------- converged at time : 1.62124

 ]0;(step 2/2: 62%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 20 : 1.64551 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.64551
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.257155e-03    4.954263e-04    0.000000e+00 
	   energy              8.140693e-02    1.300161e-02    8.140693e-04 
	   displacement        1.856842e+00    1.856842e+00    1.856842e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.64551
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.257155e-03    2.838554e-05    0.000000e+00 
	   energy              8.140693e-02    1.091105e-03    8.140693e-04 
	   displacement        1.856842e+00    1.496685e-01    1.300842e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.64551
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.257155e-03    2.280380e-06    0.000000e+00 
	   energy              8.140693e-02    4.972080e-05    8.140693e-04 
	   displacement        1.856842e+00    7.150163e-02    1.210235e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.64551
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.257155e-03    9.909587e-08    0.000000e+00 
	   energy              8.140693e-02    4.186747e-06    8.140693e-04 
	   displacement        1.856842e+00    5.967090e-03    1.257023e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.64551
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.257155e-03    1.428101e-10    0.000000e+00 
	   energy              8.140693e-02    8.288589e-08    8.140693e-04 
	   displacement        1.856842e+00    2.738819e-04    1.271327e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.64551
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.257155e-03    6.786307e-17    0.000000e+00 
	   energy              8.140693e-02    2.601449e-12    8.140693e-04 
	   displacement        1.856842e+00    3.311299e-07    1.271835e-06 

------- converged at time : 1.64551

 ]0;(step 2/2: 65%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 21 : 1.66979 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    3.806635e-04    0.000000e+00 
	   energy              5.400356e-02    8.555180e-03    5.400356e-04 
	   displacement        1.223431e+00    1.223431e+00    1.223431e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    1.350013e-05    0.000000e+00 
	   energy              5.400356e-02    6.772763e-04    5.400356e-04 
	   displacement        1.223431e+00    1.167011e-01    8.737795e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    3.924911e-07    0.000000e+00 
	   energy              5.400356e-02    3.278950e-05    5.400356e-04 
	   displacement        1.223431e+00    3.310878e-02    8.343539e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    1.814222e-08    0.000000e+00 
	   energy              5.400356e-02    1.392176e-06    5.400356e-04 
	   displacement        1.223431e+00    3.274072e-03    8.719481e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    2.850837e-09    0.000000e+00 
	   energy              5.400356e-02    5.542973e-08    5.400356e-04 
	   displacement        1.223431e+00    3.921456e-05    8.768416e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    4.726566e-10    0.000000e+00 
	   energy              5.400356e-02    1.780391e-10    5.400356e-04 
	   displacement        1.223431e+00    1.357043e-06    8.774836e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.66979
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.886269e-03    1.377345e-17    0.000000e+00 
	   energy              5.400356e-02    1.248787e-13    5.400356e-04 
	   displacement        1.223431e+00    1.009327e-07    8.775630e-07 

------- converged at time : 1.66979

 ]0;(step 2/2: 67%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0225132


===== beginning time step 22 : 1.69231 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.69231
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.400421e-03    2.438586e-04    0.000000e+00 
	   energy              2.627427e-02    4.065090e-03    2.627427e-04 
	   displacement        5.881268e-01    5.881268e-01    5.881268e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.69231
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.400421e-03    5.973679e-06    0.000000e+00 
	   energy              2.627427e-02    3.311299e-04    2.627427e-04 
	   displacement        5.881268e-01    7.568206e-02    4.438552e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.69231
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.400421e-03    2.730152e-07    0.000000e+00 
	   energy              2.627427e-02    1.490181e-05    2.627427e-04 
	   displacement        5.881268e-01    1.324371e-02    4.439534e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.69231
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.400421e-03    1.311336e-08    0.000000e+00 
	   energy              2.627427e-02    8.093055e-07    2.627427e-04 
	   displacement        5.881268e-01    1.044594e-03    4.580160e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.69231
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.400421e-03    2.058900e-10    0.000000e+00 
	   energy              2.627427e-02    4.161937e-09    2.627427e-04 
	   displacement        5.881268e-01    7.146310e-05    4.624177e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.69231
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.400421e-03    8.177329e-18    0.000000e+00 
	   energy              2.627427e-02    2.061291e-13    2.627427e-04 
	   displacement        5.881268e-01    6.729104e-08    4.625078e-07 

------- converged at time : 1.69231

 ]0;(step 2/2: 69%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 23 : 1.71482 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.71482
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095174e-03    1.524476e-04    0.000000e+00 
	   energy              1.198711e-02    1.599703e-03    1.198711e-04 
	   displacement        2.671528e-01    2.671528e-01    2.671528e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.71482
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095174e-03    2.330141e-06    0.000000e+00 
	   energy              1.198711e-02    1.503030e-04    1.198711e-04 
	   displacement        2.671528e-01    4.947169e-02    2.320427e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.71482
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095174e-03    9.637549e-08    0.000000e+00 
	   energy              1.198711e-02    4.875544e-06    1.198711e-04 
	   displacement        2.671528e-01    5.501317e-03    2.453596e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.71482
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095174e-03    1.575862e-09    0.000000e+00 
	   energy              1.198711e-02    8.362233e-08    1.198711e-04 
	   displacement        2.671528e-01    2.990799e-04    2.529001e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.71482
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095174e-03    1.753332e-10    0.000000e+00 
	   energy              1.198711e-02    1.774248e-10    1.198711e-04 
	   displacement        2.671528e-01    8.154058e-07    2.532378e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.71482
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.095174e-03    7.323164e-18    0.000000e+00 
	   energy              1.198711e-02    3.159193e-13    1.198711e-04 
	   displacement        2.671528e-01    9.171323e-08    2.532661e-07 

------- converged at time : 1.71482

 ]0;(step 2/2: 71%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 24 : 1.73733 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.73733
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.943732e-04    7.999077e-05    0.000000e+00 
	   energy              3.303700e-03    4.224862e-05    3.303700e-05 
	   displacement        7.388457e-02    7.388457e-02    7.388457e-08 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.73733
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.943732e-04    8.341924e-07    0.000000e+00 
	   energy              3.303700e-03    5.979902e-05    3.303700e-05 
	   displacement        7.388457e-02    2.711264e-02    1.001231e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.73733
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.943732e-04    2.309436e-08    0.000000e+00 
	   energy              3.303700e-03    1.268264e-06    3.303700e-05 
	   displacement        7.388457e-02    2.342967e-03    1.142978e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.73733
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.943732e-04    2.287632e-09    0.000000e+00 
	   energy              3.303700e-03    5.522208e-08    3.303700e-05 
	   displacement        7.388457e-02    3.488063e-05    1.165315e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.73733
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.943732e-04    1.387895e-14    0.000000e+00 
	   energy              3.303700e-03    8.244859e-11    3.303700e-05 
	   displacement        7.388457e-02    3.148350e-06    1.168662e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.73733
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.943732e-04    1.106298e-23    0.000000e+00 
	   energy              3.303700e-03    1.033576e-17    3.303700e-05 
	   displacement        7.388457e-02    9.329102e-11    1.168681e-07 

------- converged at time : 1.73733

 ]0;(step 2/2: 74%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 25 : 1.75984 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.75984
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.322615e-05    3.567808e-05    0.000000e+00 
	   energy              5.440889e-04    4.963181e-04    5.440889e-06 
	   displacement        1.437804e-02    1.437804e-02    1.437804e-08 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.75984
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.322615e-05    2.399269e-07    0.000000e+00 
	   energy              5.440889e-04    2.159828e-05    5.440889e-06 
	   displacement        1.437804e-02    1.296885e-02    5.442391e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.75984
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.322615e-05    1.356907e-09    0.000000e+00 
	   energy              5.440889e-04    1.365077e-07    5.440889e-06 
	   displacement        1.437804e-02    7.492397e-04    6.350852e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.75984
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.322615e-05    8.354306e-17    0.000000e+00 
	   energy              5.440889e-04    3.526370e-12    5.440889e-06 
	   displacement        1.437804e-02    8.391870e-07    6.375842e-08 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.75984
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.322615e-05    1.268226e-26    0.000000e+00 
	   energy              5.440889e-04    3.209938e-22    5.440889e-06 
	   displacement        1.437804e-02    1.192038e-13    6.375850e-08 

------- converged at time : 1.75984

 ]0;(step 2/2: 76%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0251367


===== beginning time step 26 : 1.78498 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.78498
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.471051e-04    3.289936e-05    0.000000e+00 
	   energy              4.719859e-03    2.442375e-04    4.719859e-05 
	   displacement        1.085373e-01    1.085373e-01    1.085373e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.78498
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.471051e-04    2.079965e-07    0.000000e+00 
	   energy              4.719859e-03    1.858315e-05    4.719859e-05 
	   displacement        1.085373e-01    9.918320e-03    1.051913e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.78498
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.471051e-04    5.062903e-09    0.000000e+00 
	   energy              4.719859e-03    2.920876e-07    4.719859e-05 
	   displacement        1.085373e-01    4.535476e-04    1.103405e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.78498
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.471051e-04    4.817378e-10    0.000000e+00 
	   energy              4.719859e-03    6.564012e-10    4.719859e-05 
	   displacement        1.085373e-01    4.125037e-06    1.109316e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.78498
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.471051e-04    2.062977e-17    0.000000e+00 
	   energy              4.719859e-03    3.016599e-13    4.719859e-05 
	   displacement        1.085373e-01    8.903926e-08    1.109816e-07 

------- converged at time : 1.78498

 ]0;(step 2/2: 78%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0275098


===== beginning time step 27 : 1.81249 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.81249
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.070871e-03    1.093066e-04    0.000000e+00 
	   energy              2.178996e-02    3.247957e-03    2.178996e-04 
	   displacement        4.853166e-01    4.853166e-01    4.853166e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.81249
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.070871e-03    1.489341e-06    0.000000e+00 
	   energy              2.178996e-02    9.937280e-05    2.178996e-04 
	   displacement        4.853166e-01    2.963185e-02    3.399517e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.81249
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.070871e-03    2.084950e-08    0.000000e+00 
	   energy              2.178996e-02    6.763244e-07    2.178996e-04 
	   displacement        4.853166e-01    1.494370e-03    3.294727e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.81249
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.070871e-03    4.627762e-09    0.000000e+00 
	   energy              2.178996e-02    5.793325e-08    2.178996e-04 
	   displacement        4.853166e-01    1.417291e-05    3.304002e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.81249
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.619594
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.070871e-03    1.785284e-09    0.000000e+00 
	   energy              2.178996e-02    2.556824e-08    2.178996e-04 
	   displacement        4.853166e-01    8.200326e-07    3.304244e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.81249
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.538947
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.070871e-03    4.743216e-10    0.000000e+00 
	   energy              2.178996e-02    4.535292e-09    2.178996e-04 
	   displacement        4.853166e-01    2.428073e-07    3.304377e-07 

------- converged at time : 1.81249

 ]0;(step 2/2: 81%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 28 : 1.84 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.84
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.604729e-03    2.681567e-04    0.000000e+00 
	   energy              4.888375e-02    8.102541e-03    4.888375e-04 
	   displacement        1.084614e+00    1.084614e+00    1.084614e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.84
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.604729e-03    7.236945e-06    0.000000e+00 
	   energy              4.888375e-02    4.146910e-04    4.888375e-04 
	   displacement        1.084614e+00    7.599981e-02    7.209658e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.84
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.604729e-03    1.454306e-07    0.000000e+00 
	   energy              4.888375e-02    6.586442e-06    4.888375e-04 
	   displacement        1.084614e+00    6.463393e-03    6.526932e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.84
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.604729e-03    2.633912e-13    0.000000e+00 
	   energy              4.888375e-02    1.584143e-09    4.888375e-04 
	   displacement        1.084614e+00    1.480937e-04    6.522857e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.84
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.604729e-03    9.482706e-24    0.000000e+00 
	   energy              4.888375e-02    3.149844e-17    4.888375e-04 
	   displacement        1.084614e+00    6.390308e-10    6.522883e-07 

------- converged at time : 1.84

 ]0;(step 2/2: 84%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: increasing time step, dt = 0.0296564


===== beginning time step 29 : 1.86966 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.86966
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.349463e-03    5.384682e-04    0.000000e+00 
	   energy              1.007930e-01    1.622791e-02    1.007930e-03 
	   displacement        2.259170e+00    2.259170e+00    2.259170e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.86966
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.349463e-03    2.914644e-05    0.000000e+00 
	   energy              1.007930e-01    1.282929e-03    1.007930e-03 
	   displacement        2.259170e+00    1.584656e-01    1.524261e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.86966
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.349463e-03    4.369159e-07    0.000000e+00 
	   energy              1.007930e-01    1.607055e-05    1.007930e-03 
	   displacement        2.259170e+00    3.834507e-02    1.285072e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.86966
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.349463e-03    3.039965e-08    0.000000e+00 
	   energy              1.007930e-01    2.666314e-07    1.007930e-03 
	   displacement        2.259170e+00    1.829262e-04    1.279289e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.86966
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.349463e-03    1.482750e-14    0.000000e+00 
	   energy              1.007930e-01    6.868130e-11    1.007930e-03 
	   displacement        2.259170e+00    4.324044e-06    1.278632e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.86966
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.349463e-03    1.446613e-26    0.000000e+00 
	   energy              1.007930e-01    1.892711e-20    1.007930e-03 
	   displacement        2.259170e+00    1.319443e-12    1.278632e-06 

------- converged at time : 1.86966

 ]0;(step 2/2: 87%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 30 : 1.89931 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.89931
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.408005e-02    7.840380e-04    0.000000e+00 
	   energy              1.544594e-01    2.371277e-02    1.544594e-03 
	   displacement        3.499681e+00    3.499681e+00    3.499681e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.89931
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.408005e-02    6.293352e-05    0.000000e+00 
	   energy              1.544594e-01    2.349980e-03    1.544594e-03 
	   displacement        3.499681e+00    2.421436e-01    2.400163e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.89931
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.408005e-02    1.441664e-06    0.000000e+00 
	   energy              1.544594e-01    7.304373e-05    1.544594e-03 
	   displacement        3.499681e+00    1.104354e-01    2.030364e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.89931
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.408005e-02    3.206810e-08    0.000000e+00 
	   energy              1.544594e-01    7.523864e-07    1.544594e-03 
	   displacement        3.499681e+00    1.739166e-03    2.046344e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.89931
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.408005e-02    1.442526e-10    0.000000e+00 
	   energy              1.544594e-01    1.104701e-08    1.544594e-03 
	   displacement        3.499681e+00    1.194909e-05    2.048223e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.89931
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.408005e-02    3.706643e-18    0.000000e+00 
	   energy              1.544594e-01    2.202351e-13    1.544594e-03 
	   displacement        3.499681e+00    5.149249e-08    2.048281e-06 

------- converged at time : 1.89931

 ]0;(step 2/2: 90%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 31 : 1.92897 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.92897
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.821139e-02    9.741574e-04    0.000000e+00 
	   energy              2.039292e-01    2.996274e-02    2.039292e-03 
	   displacement        4.667225e+00    4.667225e+00    4.667225e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.92897
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.821139e-02    1.034687e-04    0.000000e+00 
	   energy              2.039292e-01    3.354720e-03    2.039292e-03 
	   displacement        4.667225e+00    2.975304e-01    3.275461e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.92897
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.821139e-02    3.939809e-06    0.000000e+00 
	   energy              2.039292e-01    1.568058e-04    2.039292e-03 
	   displacement        4.667225e+00    3.063364e-01    3.052058e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.92897
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.821139e-02    7.485142e-08    0.000000e+00 
	   energy              2.039292e-01    1.016907e-05    2.039292e-03 
	   displacement        4.667225e+00    1.935991e-02    3.248488e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.92897
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.821139e-02    4.879671e-09    0.000000e+00 
	   energy              2.039292e-01    6.558077e-08    2.039292e-03 
	   displacement        4.667225e+00    2.027745e-04    3.269452e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.92897
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.821139e-02    6.690408e-15    0.000000e+00 
	   energy              2.039292e-01    8.662214e-11    2.039292e-03 
	   displacement        4.667225e+00    3.150518e-06    3.269907e-06 

------- converged at time : 1.92897

 ]0;(step 2/2: 93%) tempModel.feb - FEBio 2.9.1.0  
===== beginning time step 32 : 1.95863 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    1.016630e-03    0.000000e+00 
	   energy              2.442936e-01    3.096697e-02    2.442936e-03 
	   displacement        5.676011e+00    5.676011e+00    5.676011e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    1.460823e-04    0.000000e+00 
	   energy              2.442936e-01    4.255499e-03    2.442936e-03 
	   displacement        5.676011e+00    3.359022e-01    4.200068e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    3.197460e-06    0.000000e+00 
	   energy              2.442936e-01    3.585754e-04    2.442936e-03 
	   displacement        5.676011e+00    8.095241e-01    4.553332e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    1.520182e-07    0.000000e+00 
	   energy              2.442936e-01    1.975142e-05    2.442936e-03 
	   displacement        5.676011e+00    7.781682e-02    5.188942e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    1.685573e-08    0.000000e+00 
	   energy              2.442936e-01    1.500252e-06    2.442936e-03 
	   displacement        5.676011e+00    1.483976e-03    5.254873e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 6
	step from line search         = 0.570525
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    9.368689e-09    0.000000e+00 
	   energy              2.442936e-01    7.257162e-07    2.442936e-03 
	   displacement        5.676011e+00    9.794327e-05    5.260688e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 7
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.378730
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    3.613843e-09    0.000000e+00 
	   energy              2.442936e-01    1.721296e-07    2.442936e-03 
	   displacement        5.676011e+00    1.393527e-05    5.259252e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 8
 Nonlinear solution status: time= 1.95863
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 8
	step from line search         = 0.168266
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.126364e-02    2.499850e-09    0.000000e+00 
	   energy              2.442936e-01    3.950683e-08    2.442936e-03 
	   displacement        5.676011e+00    1.061598e-06    5.258857e-06 

------- converged at time : 1.95863

 ]0;(step 2/2: 96%) tempModel.feb - FEBio 2.9.1.0  
AUTO STEPPER: decreasing time step, dt = 0.0257501


===== beginning time step 33 : 1.98438 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 1.98438
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.714205e-02    7.585287e-04    0.000000e+00 
	   energy              2.034440e-01    2.510315e-02    2.034440e-03 
	   displacement        4.798269e+00    4.798269e+00    4.798269e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 1.98438
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.714205e-02    1.251584e-04    0.000000e+00 
	   energy              2.034440e-01    3.549487e-03    2.034440e-03 
	   displacement        4.798269e+00    2.942601e-01    3.506627e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 1.98438
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.714205e-02    2.592043e-06    0.000000e+00 
	   energy              2.034440e-01    5.470399e-04    2.034440e-03 
	   displacement        4.798269e+00    1.475309e+00    4.777943e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 1.98438
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.714205e-02    2.196425e-08    0.000000e+00 
	   energy              2.034440e-01    1.481511e-05    2.034440e-03 
	   displacement        4.798269e+00    2.171551e-01    6.171149e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 1.98438
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.714205e-02    2.089827e-12    0.000000e+00 
	   energy              2.034440e-01    8.533303e-09    2.034440e-03 
	   displacement        4.798269e+00    7.749518e-04    6.254762e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 6
 Nonlinear solution status: time= 1.98438
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.714205e-02    6.007246e-20    0.000000e+00 
	   energy              2.034440e-01    1.364944e-14    2.034440e-03 
	   displacement        4.798269e+00    2.503217e-08    6.255128e-06 

------- converged at time : 1.98438

 ]0;(step 2/2: 98%) tempModel.feb - FEBio 2.9.1.0  MUST POINT CONTROLLER: adjusting time step. dt = 0.0156235


===== beginning time step 34 : 2 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 1
 Nonlinear solution status: time= 2
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.297200e-03    2.592008e-04    0.000000e+00 
	   energy              7.659414e-02    9.780697e-03    7.659414e-04 
	   displacement        1.826295e+00    1.826295e+00    1.826295e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 2
 Nonlinear solution status: time= 2
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.297200e-03    2.473331e-05    0.000000e+00 
	   energy              7.659414e-02    8.615289e-04    7.659414e-04 
	   displacement        1.826295e+00    2.291892e-01    1.163979e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 3
 Nonlinear solution status: time= 2
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.297200e-03    8.265780e-08    0.000000e+00 
	   energy              7.659414e-02    6.311264e-05    7.659414e-04 
	   displacement        1.826295e+00    1.364456e+00    2.916562e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 4
 Nonlinear solution status: time= 2
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.297200e-03    3.739096e-13    0.000000e+00 
	   energy              7.659414e-02    4.740982e-10    7.659414e-04 
	   displacement        1.826295e+00    2.989148e-03    3.067746e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 3391
	Nr of nonzeroes in stiffness matrix ....... : 133693

 5
 Nonlinear solution status: time= 2
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.297200e-03    5.141998e-26    0.000000e+00 
	   energy              7.659414e-02    1.731342e-19    7.659414e-04 
	   displacement        1.826295e+00    2.245383e-10    3.067784e-06 

------- converged at time : 2

 ]0;(step 2/2: 100%) tempModel.feb - FEBio 2.9.1.0  

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 .................... : 34

	Total number of equilibrium iterations ............ : 212

	Average number of equilibrium iterations .......... : 6.23529

	Total number of right hand evaluations ............ : 263

	Total number of stiffness reformations ............ : 212

	Time in linear solver: 0:00:16


 Elapsed time : 0:00:45


 N O R M A L   T E R M I N A T I O N

Waiting for log file...
Proceeding to check log file...13-Mar-2020 12:46:31
------- converged at time : 0.05
------- converged at time : 0.1
------- converged at time : 0.146328
------- converged at time : 0.189257
------- converged at time : 0.229038
------- converged at time : 0.268819
------- converged at time : 0.3086
------- converged at time : 0.348382
------- converged at time : 0.385249
------- converged at time : 0.422116
------- converged at time : 0.458984
------- converged at time : 0.495851
------- converged at time : 0.532718
------- converged at time : 0.569586
------- converged at time : 0.607706
------- converged at time : 0.640787
------- converged at time : 0.675482
------- converged at time : 0.711639
------- converged at time : 0.749116
------- converged at time : 0.787789
------- converged at time : 0.827543
------- converged at time : 0.868275
------- converged at time : 0.909006
------- converged at time : 0.949738
------- converged at time : 0.98508
------- converged at time : 1
------- converged at time : 1.05
------- converged at time : 1.09092
------- converged at time : 1.12884
------- converged at time : 1.16398
------- converged at time : 1.19655
------- converged at time : 1.22483
------- converged at time : 1.2531
------- converged at time : 1.28345
------- converged at time : 1.31568
------- converged at time : 1.3496
------- converged at time : 1.38506
------- converged at time : 1.42051
------- converged at time : 1.45337
------- converged at time : 1.48384
------- converged at time : 1.5143
------- converged at time : 1.54254
------- converged at time : 1.57078
------- converged at time : 1.59696
------- converged at time : 1.62124
------- converged at time : 1.64551
------- converged at time : 1.66979
------- converged at time : 1.69231
------- converged at time : 1.71482
------- converged at time : 1.73733
------- converged at time : 1.75984
------- converged at time : 1.78498
------- converged at time : 1.81249
------- converged at time : 1.84
------- converged at time : 1.86966
------- converged at time : 1.89931
------- converged at time : 1.92897
------- converged at time : 1.95863
------- converged at time : 1.98438
------- converged at time : 2
--- Done --- 13-Mar-2020 12:46:32

Import FEBio results

if runFlag==1 %i.e. a succesful run
    % Importing nodal displacements from a log file
    [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements
    time_mat=[0; time_mat(:)]; %Time

    N_disp_mat=N_disp_mat(:,2:end,:);
    sizImport=size(N_disp_mat);
    sizImport(3)=sizImport(3)+1;
    N_disp_mat_n=zeros(sizImport);
    N_disp_mat_n(:,:,2:end)=N_disp_mat;
    N_disp_mat=N_disp_mat_n;

    DN_MAG=sqrt(sum(N_disp_mat.^2,2));
    DN=N_disp_mat(:,:,end);
    DN_magnitude=sqrt(sum(DN(:,3).^2,2));
    V_def=V+DN;
    V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]);
    X_DEF=V_DEF(:,1,:);
    Y_DEF=V_DEF(:,2,:);
    Z_DEF=V_DEF(:,3,:);
    [CF_def]=vertexToFaceMeasure(Fb,DN_magnitude);

Importing element data from a log file

    [~,E_data,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_strain)); %Element data

    %Remove nodal index column
    E_data=E_data(:,2:end,:);

    E_data=sqrt(0.5*( (E_data(:,1,:)-E_data(:,2,:)).^2 + (E_data(:,2,:)-E_data(:,3,:)).^2 + (E_data(:,3,:)-E_data(:,1,:)).^2 ));

    %Add initial state i.e. zero
    sizImport=size(E_data);
    sizImport(3)=sizImport(3)+1;
    E_data_mat_n=zeros(sizImport);
    E_data_mat_n(:,:,2:end)=E_data;
    E_data=E_data_mat_n;

    VE=patchCentre(E,V);
    logicCutElements=VE(:,2)>=0;

    [F_cut,CF_cut_data]=element2patch(E(logicCutElements,:),E_data(logicCutElements,:,1));
    [indBoundary]=tesBoundary(F_cut,V);

    CV=faceToVertexMeasure(F_cut(indBoundary,:),V,CF_cut_data(indBoundary,:));

Plotting the simulated results using anim8 to visualize and animate deformations

    % Create basic view and store graphics handle to initiate animation
    hf=cFigure; %Open figure
    gtitle([febioFebFileNamePart,': Press play to animate']);
%     subplot(1,2,1);
    hp1=gpatch(Fb,V_def,'kw','none',0.25); %Add graphics object to animate
    hp2=gpatch(F_cut(indBoundary,:),V_def,CV,'k',1); %Add graphics object to animate
    hp2.FaceColor='interp';
    hp3=gpatch(Fp,V_def,'kw','none',1); %Add graphics object to animate
%     gpatch(Fb,V,0.5*ones(1,3),'k',0.25); %A static graphics object
    colormap(gjet(250)); colorbar;
    caxis([0 max(E_data(:))/3]);
    axisGeom(gca,fontSize);
    axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]);
    axis manual;
    camlight headlight;

    drawnow;

    % Set up animation features
    animStruct.Time=time_mat; %The time vector
    for qt=1:1:size(N_disp_mat,3) %Loop over time increments
        DN=N_disp_mat(:,:,qt); %Current displacement
        DN_magnitude=sqrt(sum(DN.^2,2)); %Current displacement magnitude
        V_def=V+DN; %Current nodal coordinates
%         [CF_def]=vertexToFaceMeasure(Fb,DN_magnitude); %Current color data to use

        [~,CF_cut_data]=element2patch(E(logicCutElements,:),E_data(logicCutElements,:,qt));
        CV=faceToVertexMeasure(F_cut(indBoundary,:),V,CF_cut_data(indBoundary,:));

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp1 hp2 hp2 hp3]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','Vertices','CData','Vertices'}; %Properties of objects to animate
        animStruct.Set{qt}={V_def,V_def,CV,V_def}; %Property values for to set in order to animate
    end
    anim8(hf,animStruct); %Initiate animation feature
    drawnow;
end

GIBBON www.gibboncode.org

Kevin Mattheus Moerman, [email protected]

GIBBON footer text

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

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

Copyright (C) 2019 Kevin Mattheus Moerman

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

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

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