DEMO_febio_0072_pneunet_actuator_set_disp_01

Below is a demonstration for:

Contents

Keywords

clear; close all; clc;

Plot settings

fontSize=20;
faceAlpha1=0.8;
markerSize=40;
markerSize2=20;
lineWidth=3;

Control parameters

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

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

%Load
appliedPressure1=0.15;
appliedPressure2=appliedPressure1/30;

%Define applied displacement perturbation
prescribedDisplacement_X=2;

%Material parameter set
c1=1; %Shear-modulus-like parameter
m1=2; %Material parameter setting degree of non-linearity
k_factor=100; %Bulk modulus factor
k=c1*k_factor; %Bulk modulus

c2=c1*2; %Shear-modulus-like parameter
m2=2; %Material parameter setting degree of non-linearity
k2=c2*k_factor; %Bulk modulus

% FEA control settings
numTimeSteps=25; %Number of time steps desired
opt_iter=25; %Optimum number of iterations
max_refs=opt_iter*2; %Max reforms
max_ups=0; %Set to zero to use full-Newton iterations
max_retries=5; %Maximum number of retires
dtmin=(1/numTimeSteps)/100; %Minimum time step size
dtmax=(1/numTimeSteps)*4; %Maximum time step size

runMode='internal';%'internal';
actuatorLengthDesired=100;

pointSpacing=2;
periodSize=10;
numPeriods=ceil(actuatorLengthDesired/periodSize);

heightFactor=1; %To scale height wrt period size
widthFactor=1; %To scale width wrt period size

numElementsPeriod=ceil(periodSize./pointSpacing);
if numElementsPeriod<4
    numElementsPeriod=4;
end

numElementsLength=((numPeriods-1)*numElementsPeriod)+(numElementsPeriod-1);
modelLength=numElementsLength.*pointSpacing;
modelHeight_X=periodSize*heightFactor;
modelWidth_Y=periodSize*widthFactor;

numElementsHeight_X=ceil(modelHeight_X./pointSpacing);
if numElementsHeight_X<6
    numElementsHeight_X=6;
end

numElementsWidth_Y=ceil(modelWidth_Y./pointSpacing);
if numElementsWidth_Y<1
    numElementsWidth_Y=1;
end

boxDim=[modelHeight_X modelWidth_Y modelLength];
boxEl=[numElementsHeight_X numElementsWidth_Y numElementsLength];

[meshStruct]=hexMeshBox(boxDim,boxEl);

E_bar=meshStruct.E;
V_bar=meshStruct.V;
F_bar=meshStruct.F;
Fb_bar=meshStruct.Fb;
Cb_bar=meshStruct.faceBoundaryMarker;

VE_bar=patchCentre(E_bar,V_bar);

CZ=VE_bar(:,3);
CZ=CZ-min(CZ);
CZ=CZ./max(CZ);
CZ=round((CZ.*(numElementsLength-1)))+1;

CW=VE_bar(:,1);
CW=CW-min(CW);
CW=CW./max(CW);
CW=round((CW.*(numElementsHeight_X-1)))+1;

CD=rem(CZ,numElementsPeriod);

logicKeep1=~(CD==0 & CW>3);

E1=E_bar(logicKeep1,:);
F1=element2patch(E1);
[indBoundary1]=tesBoundary(F1,V_bar);

logicKeep2=any(ismember(E1,F1(indBoundary1,:)),2);
F2=element2patch(E1(logicKeep2,:));
[indBoundary2]=tesBoundary(F2,V_bar);

Fb=F2(indBoundary2,:);
Cb=7*ones(size(Fb,1),1);

for q=1:1:6
    F_Cb1=Fb_bar(Cb_bar==q,:);
    logicNow=all(ismember(Fb,F_Cb1),2);
    Cb(logicNow)=q;
end
Cb(~any(ismember(Fb,F1(indBoundary1,:)),2))=0;

Removed unused nodes and clean up index matrices

[E,V,indFix2]=patchCleanUnused(E1(logicKeep2,:),V_bar);
V(:,1)=V(:,1)-min(V(:,1));
Fb=indFix2(Fb);
F=indFix2(F2);

V2=V;
V2(:,1)=-V2(:,1);
V=[V;V2];

Fb=[Fb;fliplr(Fb)+size(V2,1)];
F=[F;fliplr(F)+size(V2,1)];
cShift=max(Cb(:))+1;
Cb=[Cb;Cb+cShift];

indicesInnerSurface=unique(Fb(Cb==1,:));
logicElementsInner=any(ismember(E,indicesInnerSurface),2);

E1=E;
E2=E(:,[5 6 7 8 1 2 3 4]);
E2=E2(~logicElementsInner,:);

E=[E1;E2+size(V2,1)];
C=[ones(size(E1,1),1); 2*ones(size(E2,1),1);];
[F,V,~,ind2]=mergeVertices(F,V);
Fb=ind2(Fb);
E=ind2(E);
indicesInnerSurface=ind2(indicesInnerSurface);

actuatorLength=max(V(:,3))-min(V(:,3));

Defining the boundary conditions

The visualization of the model boundary shows colors for each side of the disc. These labels can be used to define boundary conditions.

%Define supported node sets
bcSupportList=unique(Fb(ismember(Cb,[5 5+cShift]),:)); %Node set part of selected face

bcPrescribeList=unique(Fb(ismember(Cb,[6 6+cShift]),:)); %Node set part of selected face

%Get pressure faces
F_pressure1=Fb(Cb==0,:);
F_pressure2=Fb(Cb==cShift,:);
ind2=unique(E(C==2,:));
d=max(V(ind2,1));
V(ind2,1)=V(ind2,1)-d;
V(:,1)=V(:,1)+d/2;

% [E,V,indFix]=patchCleanUnused(E,V);
% bcSupportList=indFix(bcSupportList);
% bcPrescribeList=indFix(bcPrescribeList);
% F_pressure1=indFix(F_pressure1);
% F_pressure2=indFix(F_pressure2);

[F,CF]=element2patch(E,C,'hex8');

[F,V,~,indFix]=mergeVertices(F,V);
E=indFix(E);
bcSupportList=indFix(bcSupportList);
bcPrescribeList=indFix(bcPrescribeList);
F_pressure1=indFix(F_pressure1);
F_pressure2=indFix(F_pressure2);

indb=tesBoundary(F,V);
Fb=F(indb,:);
cFigure; hold on;
gpatch(F,V,CF,'k',0.5);
% plotV(V(indicesInnerSurface,:),'k.','MarkerSize',markerSize);
axisGeom;
colormap(turbo(250)); icolorbar;
camlight headlight;
gdrawnow;

Find top surface elements

logicTopSurface=all(ismember(Fb,bcPrescribeList),2);
F_top=Fb(logicTopSurface,:);
center_of_mass=mean(V(unique(F_top(:)),:),1);

Visualizing boundary conditions. Markers plotted on the semi-transparent model denote the nodes in the various boundary condition lists.

hf=cFigure;
title('Boundary conditions','FontSize',fontSize);
xlabel('X','FontSize',fontSize); ylabel('Y','FontSize',fontSize); zlabel('Z','FontSize',fontSize);
hold on;

gpatch(Fb,V,'w','none',0.5);

hl(1)=plotV(V(bcSupportList,:),'k.','MarkerSize',markerSize);
hl(2)=gpatch(F_pressure1,V,'r','k',1);
hl(3)=gpatch(F_pressure2,V,'b','k',1);
hl(4)=gpatch(F_top,V,'g','k',1);

patchNormPlot(F_pressure1,V);
legend(hl,{'BC full support','Pressure surface 1','Pressure surface 2','BC force'});

axisGeom(gca,fontSize);
camlight headlight;
gdrawnow;

Split element regions (central plate and sides);

XE=patchCentre(E,V(:,1));

logicElementsInner=abs(XE)<eps;

E1=E(~logicElementsInner,:); %Other elements
E2=E(logicElementsInner,:); %Inner element layer
E=[E1;E2];

[F1]=element2patch(E1);
[F2]=element2patch(E2);
cFigure; hold on;
gpatch(F1,V,'bw','k',0.5);
gpatch(F2,V,'rw','k',0.5);
axisGeom;
colormap(turbo(250)); icolorbar;
camlight headlight;
gdrawnow;

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='3.0';

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

%Create control structure for use by all steps
stepStruct.Control.analysis='STATIC';
stepStruct.Control.time_steps=numTimeSteps;
stepStruct.Control.step_size=1/numTimeSteps;
stepStruct.Control.solver.max_refs=max_refs;
stepStruct.Control.solver.max_ups=max_ups;
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;

%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.step{1}.Control=stepStruct.Control;
febio_spec.Step.step{1}.ATTR.id=1;
febio_spec.Step.step{2}.Control=stepStruct.Control;
febio_spec.Step.step{2}.ATTR.id=2;
febio_spec.Step.step{3}.Control=stepStruct.Control;
febio_spec.Step.step{3}.ATTR.id=3;
febio_spec.Step.step{4}.Control=stepStruct.Control;
febio_spec.Step.step{4}.ATTR.id=4;

%Material section
materialName1='Material1';
febio_spec.Material.material{1}.ATTR.name=materialName1;
febio_spec.Material.material{1}.ATTR.type='Ogden';
febio_spec.Material.material{1}.ATTR.id=1;
febio_spec.Material.material{1}.c1=c1;
febio_spec.Material.material{1}.m1=m1;
febio_spec.Material.material{1}.c2=c1;
febio_spec.Material.material{1}.m2=-m1;
febio_spec.Material.material{1}.k=k;

materialName2='Material2';
febio_spec.Material.material{2}.ATTR.name=materialName2;
febio_spec.Material.material{2}.ATTR.type='Ogden';
febio_spec.Material.material{2}.ATTR.id=2;
febio_spec.Material.material{2}.c1=c2;
febio_spec.Material.material{2}.m1=m2;
febio_spec.Material.material{2}.c2=c2;
febio_spec.Material.material{2}.m2=-m2;
febio_spec.Material.material{2}.k=k2;

materialName3='Material3';
febio_spec.Material.material{3}.ATTR.name=materialName3;
febio_spec.Material.material{3}.ATTR.type='rigid body';
febio_spec.Material.material{3}.ATTR.id=3;
febio_spec.Material.material{3}.density=1;
febio_spec.Material.material{3}.center_of_mass=center_of_mass;

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

% -> Elements
partName1='Part1';
febio_spec.Mesh.Elements{1}.ATTR.name=partName1; %Name of this part
febio_spec.Mesh.Elements{1}.ATTR.type='hex8'; %Element type
febio_spec.Mesh.Elements{1}.elem.ATTR.id=(1:1:size(E1,1))'; %Element id's
febio_spec.Mesh.Elements{1}.elem.VAL=E1; %The element matrix

partName2='Part2';
febio_spec.Mesh.Elements{2}.ATTR.name=partName2; %Name of this part
febio_spec.Mesh.Elements{2}.ATTR.type='hex8'; %Element type
febio_spec.Mesh.Elements{2}.elem.ATTR.id=size(E1,1)+(1:1:size(E2,1))'; %Element id's
febio_spec.Mesh.Elements{2}.elem.VAL=E2; %The element matrix

partName3='Part3';
febio_spec.Mesh.Elements{3}.ATTR.name=partName3; %Name of this part
febio_spec.Mesh.Elements{3}.ATTR.type='quad4'; %Element type
febio_spec.Mesh.Elements{3}.elem.ATTR.id=size(E1,1)+size(E2,1)+(1:1:size(F_top,1))'; %Element id's
febio_spec.Mesh.Elements{3}.elem.VAL=F_top; %The element matrix

% -> Surfaces
surfaceName1='LoadedSurface1';
febio_spec.Mesh.Surface{1}.ATTR.name=surfaceName1;
febio_spec.Mesh.Surface{1}.quad4.ATTR.id=(1:1:size(F_pressure1,1))';
febio_spec.Mesh.Surface{1}.quad4.VAL=F_pressure1;

surfaceName2='LoadedSurface2';
febio_spec.Mesh.Surface{2}.ATTR.name=surfaceName2;
febio_spec.Mesh.Surface{2}.quad4.ATTR.id=(1:1:size(F_pressure2,1))';
febio_spec.Mesh.Surface{2}.quad4.VAL=F_pressure2;

% -> NodeSets
nodeSetName1='bcSupportList';
febio_spec.Mesh.NodeSet{1}.ATTR.name=nodeSetName1;
febio_spec.Mesh.NodeSet{1}.node.ATTR.id=bcSupportList(:);

%MeshDomains section
febio_spec.MeshDomains.SolidDomain{1}.ATTR.name=partName1;
febio_spec.MeshDomains.SolidDomain{1}.ATTR.mat=materialName1;
febio_spec.MeshDomains.SolidDomain{2}.ATTR.name=partName2;
febio_spec.MeshDomains.SolidDomain{2}.ATTR.mat=materialName2;
febio_spec.MeshDomains.ShellDomain.ATTR.name=partName3;
febio_spec.MeshDomains.ShellDomain.ATTR.mat=materialName3;

%Boundary condition section
% -> Fix boundary conditions
febio_spec.Boundary.bc{1}.ATTR.type='fix';
febio_spec.Boundary.bc{1}.ATTR.node_set=nodeSetName1;
febio_spec.Boundary.bc{1}.dofs='x,y,z';

%Loads section
% -> Surface load
febio_spec.Loads.surface_load{1}.ATTR.type='pressure';
febio_spec.Loads.surface_load{1}.ATTR.surface=surfaceName1;
febio_spec.Loads.surface_load{1}.pressure.ATTR.lc=1;
febio_spec.Loads.surface_load{1}.pressure.VAL=appliedPressure1;
febio_spec.Loads.surface_load{1}.symmetric_stiffness=1;

febio_spec.Loads.surface_load{2}.ATTR.type='pressure';
febio_spec.Loads.surface_load{2}.ATTR.surface=surfaceName2;
febio_spec.Loads.surface_load{2}.pressure.ATTR.lc=1;
febio_spec.Loads.surface_load{2}.pressure.VAL=appliedPressure2;
febio_spec.Loads.surface_load{2}.symmetric_stiffness=1;

%Rigid section
% ->Rigid body fix boundary conditions
febio_spec.Rigid.rigid_constraint{1}.ATTR.name='RigidFix_1';
febio_spec.Rigid.rigid_constraint{1}.ATTR.type='fix';
febio_spec.Rigid.rigid_constraint{1}.rb=3;
febio_spec.Rigid.rigid_constraint{1}.dofs='Ry';

% ->Rigid body prescribe boundary conditions
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.ATTR.name='RigidPrescribe';
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.ATTR.type='prescribe';
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.rb=3;
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.dof='Rx';
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.value.ATTR.lc=2;
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.value.VAL=prescribedDisplacement_X;
febio_spec.Step.step{2}.Rigid.rigid_constraint{1}.relative=1;

febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.ATTR.name='RigidPrescribe';
febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.ATTR.type='prescribe';
febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.rb=3;
febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.dof='Rx';
febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.value.ATTR.lc=3;
febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.value.VAL=-prescribedDisplacement_X;
febio_spec.Step.step{3}.Rigid.rigid_constraint{1}.relative=1;

febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.ATTR.name='RigidPrescribe';
febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.ATTR.type='prescribe';
febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.rb=3;
febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.dof='Rx';
febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.value.ATTR.lc=4;
febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.value.VAL=-prescribedDisplacement_X;
febio_spec.Step.step{4}.Rigid.rigid_constraint{1}.relative=1;

%LoadData section
% -> load_controller
febio_spec.LoadData.load_controller{1}.ATTR.id=1;
febio_spec.LoadData.load_controller{1}.ATTR.type='loadcurve';
febio_spec.LoadData.load_controller{1}.interpolate='LINEAR';
febio_spec.LoadData.load_controller{1}.points.point.VAL=[0 0; 1 1; 2 1; 3 1; 4 1];

febio_spec.LoadData.load_controller{2}.ATTR.id=2;
febio_spec.LoadData.load_controller{2}.ATTR.type='loadcurve';
febio_spec.LoadData.load_controller{2}.interpolate='LINEAR';
febio_spec.LoadData.load_controller{2}.points.point.VAL=[0 0; 1 0; 2 1;];

febio_spec.LoadData.load_controller{3}.ATTR.id=3;
febio_spec.LoadData.load_controller{3}.ATTR.type='loadcurve';
febio_spec.LoadData.load_controller{3}.interpolate='LINEAR';
febio_spec.LoadData.load_controller{3}.points.point.VAL=[0 0; 1 0; 2 0; 3 1];

febio_spec.LoadData.load_controller{4}.ATTR.id=4;
febio_spec.LoadData.load_controller{4}.ATTR.type='loadcurve';
febio_spec.LoadData.load_controller{4}.interpolate='LINEAR';
febio_spec.LoadData.load_controller{4}.points.point.VAL=[0 0; 1 0; 2 0; 3 0; 4 1];

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

febio_spec.Output.logfile.element_data{1}.ATTR.file=febioLogFileName_stress;
febio_spec.Output.logfile.element_data{1}.ATTR.data='s1';
febio_spec.Output.logfile.element_data{1}.ATTR.delim=',';
febio_spec.Output.logfile.element_data{1}.VAL=1:size(E,1);

febio_spec.Output.logfile.rigid_body_data{1}.ATTR.file=febioLogFileName_force;
febio_spec.Output.logfile.rigid_body_data{1}.ATTR.data='Fx';
febio_spec.Output.logfile.rigid_body_data{1}.ATTR.delim=',';

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
% febView(febioFebFileName);

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.runMode=runMode;

[runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
-------->    RUNNING/MONITORING FEBIO JOB    <-------- 23-Apr-2021 19:43:27
FEBio path: /home/kevin/FEBioStudio/bin/febio3
# Attempt removal of existing log files                23-Apr-2021 19:43:27
 * Removal succesful                                   23-Apr-2021 19:43:27
# Attempt removal of existing .xplt files              23-Apr-2021 19:43:27
 * Removal succesful                                   23-Apr-2021 19:43:27
# Starting FEBio...                                    23-Apr-2021 19:43:27
  Max. total analysis time is: Inf s
===========================================================================
         ________    _________   _______       __     _________            
        |        |\ |        |\ |       \\    |  |\  /         \\          
        |    ____|| |    ____|| |    __  ||   |__|| |    ___    ||         
        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |_________//  |__||  \_________//          
                                                                           
      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      
                                                                           
  version 3.2.0
  FEBio is a registered trademark.                                         
  copyright (c) 2006-2020 - All rights reserved                            
                                                                           
===========================================================================

Default linear solver: pardiso
Success loading plugin libfebiochem_lnx64.so (version 0.0.0)
Success loading plugin libfebioheat_lnx64.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * 20 isolated vertices removed.                                         *
 *                                                                       *
 *************************************************************************

Setting parameter "pressure" to : 0
Setting parameter "pressure" to : 0
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

 ]0;(step 1/4: 0%) tempModel.feb - FEBio 3.2.0  
===== beginning time step 1 : 0.04 =====

Setting parameter "pressure" to : 0.04
Setting parameter "pressure" to : 0.04
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 10013
	Nr of nonzeroes in stiffness matrix ....... : 277827
 1
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 1
	step from line search         = 0.048997
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    2.698756e+00    0.000000e+00 
	   energy              2.652857e-01    7.313284e-03    2.652857e-03 
	   displacement        8.006763e+04    1.922212e+02    1.922212e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    1.562803e+00    0.000000e+00 
	   energy              2.652857e-01    6.598725e-04    2.652857e-03 
	   displacement        8.006763e+04    2.104440e+02    7.998178e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    5.186576e-01    0.000000e+00 
	   energy              2.652857e-01    1.254143e-03    2.652857e-03 
	   displacement        8.006763e+04    6.681779e+01    1.323833e-03 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    4.180192e-01    0.000000e+00 
	   energy              2.652857e-01    5.401625e-04    2.652857e-03 
	   displacement        8.006763e+04    9.128212e+01    2.109357e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    1.012538e-01    0.000000e+00 
	   energy              2.652857e-01    4.753420e-04    2.652857e-03 
	   displacement        8.006763e+04    3.335606e+01    2.671342e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    9.929942e-02    0.000000e+00 
	   energy              2.652857e-01    1.047963e-04    2.652857e-03 
	   displacement        8.006763e+04    3.725865e+01    3.338417e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    4.818248e-03    0.000000e+00 
	   energy              2.652857e-01    6.232108e-05    2.652857e-03 
	   displacement        8.006763e+04    7.683721e+00    3.665767e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    1.622374e-03    0.000000e+00 
	   energy              2.652857e-01    5.187091e-06    2.652857e-03 
	   displacement        8.006763e+04    4.557345e+00    3.928391e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    1.198253e-06    0.000000e+00 
	   energy              2.652857e-01    1.318987e-07    2.652857e-03 
	   displacement        8.006763e+04    1.252880e-01    3.972812e-03 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.295302e-01    1.548937e-10    0.000000e+00 
	   energy              2.652857e-01    1.037610e-10    2.652857e-03 
	   displacement        8.006763e+04    1.280259e-03    3.977317e-03 

convergence summary
    number of iterations   : 10
    number of reformations : 10

------- converged at time : 0.04


Data Record #1
===========================================================================
Step = 1
Time = 0.04
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 1
Time = 0.04
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 1
Time = 0.04
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 4%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.064


===== beginning time step 2 : 0.104 =====

Setting parameter "pressure" to : 0.104
Setting parameter "pressure" to : 0.104
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.907132e-01    6.231083e+04    0.000000e+00 
	   energy              1.806716e-01    1.342208e+02    1.806716e-03 
	   displacement        1.221495e+05    3.053737e+04    3.053737e-02 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.198601e+01    0.000000e+00 
	   energy              1.342208e+02    1.079822e+00    1.342208e+00 
	   displacement        1.221495e+05    6.030032e+01    2.980058e-02 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 3
	step from line search         = 0.487059
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    7.021480e+00    0.000000e+00 
	   energy              1.342208e+02    2.277605e-02    1.342208e+00 
	   displacement        1.221495e+05    4.063719e+01    2.939586e-02 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 4
	step from line search         = 0.149482
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    8.849540e+00    0.000000e+00 
	   energy              1.342208e+02    2.372289e-02    1.342208e+00 
	   displacement        1.221495e+05    2.082227e+02    2.468011e-02 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 0.553787
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    2.108300e+01    0.000000e+00 
	   energy              1.342208e+02    1.946482e-02    1.342208e+00 
	   displacement        1.221495e+05    3.915100e+02    1.887282e-02 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.129822e+01    0.000000e+00 
	   energy              1.342208e+02    2.317369e-02    1.342208e+00 
	   displacement        1.221495e+05    3.002108e+02    1.442722e-02 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    2.696373e+01    0.000000e+00 
	   energy              1.342208e+02    9.719095e-03    1.342208e+00 
	   displacement        1.221495e+05    6.017286e+02    9.148635e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    2.766985e+00    0.000000e+00 
	   energy              1.342208e+02    1.999120e-02    1.342208e+00 
	   displacement        1.221495e+05    1.294972e+02    7.104326e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 0.343674
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    6.269141e+00    0.000000e+00 
	   energy              1.342208e+02    9.063896e-03    1.342208e+00 
	   displacement        1.221495e+05    1.718725e+02    5.073204e-03 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    2.075519e+01    0.000000e+00 
	   energy              1.342208e+02    7.609878e-03    1.342208e+00 
	   displacement        1.221495e+05    4.633148e+02    2.479398e-03 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.341287e+00    0.000000e+00 
	   energy              1.342208e+02    1.363437e-02    1.342208e+00 
	   displacement        1.221495e+05    1.214931e+02    1.509604e-03 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 0.341714
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    3.894210e+00    0.000000e+00 
	   energy              1.342208e+02    6.132659e-03    1.342208e+00 
	   displacement        1.221495e+05    1.305400e+02    7.607773e-04 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.279628e+01    0.000000e+00 
	   energy              1.342208e+02    4.699797e-03    1.342208e+00 
	   displacement        1.221495e+05    3.826722e+02    8.433184e-05 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    7.932325e-01    0.000000e+00 
	   energy              1.342208e+02    8.566616e-03    1.342208e+00 
	   displacement        1.221495e+05    9.650132e+01    3.297273e-05 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 15
	step from line search         = 0.364374
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    2.408696e+00    0.000000e+00 
	   energy              1.342208e+02    3.715915e-03    1.342208e+00 
	   displacement        1.221495e+05    1.086059e+02    1.895922e-04 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    6.109649e+00    0.000000e+00 
	   energy              1.342208e+02    7.755157e-04    1.342208e+00 
	   displacement        1.221495e+05    2.721800e+02    8.813096e-04 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    5.434971e-01    0.000000e+00 
	   energy              1.342208e+02    4.804868e-03    1.342208e+00 
	   displacement        1.221495e+05    8.165008e+01    1.490553e-03 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 18
	step from line search         = 0.469227
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.544789e+00    0.000000e+00 
	   energy              1.342208e+02    1.798150e-03    1.342208e+00 
	   displacement        1.221495e+05    9.466198e+01    2.329182e-03 
Reforming stiffness matrix: reformation #19

 19
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.607571e+00    0.000000e+00 
	   energy              1.342208e+02    1.658395e-03    1.342208e+00 
	   displacement        1.221495e+05    1.418035e+02    3.613004e-03 
Reforming stiffness matrix: reformation #20

 20
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    5.487953e-01    0.000000e+00 
	   energy              1.342208e+02    1.901135e-03    1.342208e+00 
	   displacement        1.221495e+05    8.288979e+01    4.785577e-03 
Reforming stiffness matrix: reformation #21

 21
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.016976e+00    0.000000e+00 
	   energy              1.342208e+02    2.162908e-04    1.342208e+00 
	   displacement        1.221495e+05    1.129123e+02    6.363642e-03 
Reforming stiffness matrix: reformation #22

 22
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    8.615811e-02    0.000000e+00 
	   energy              1.342208e+02    7.896480e-04    1.342208e+00 
	   displacement        1.221495e+05    3.311078e+01    7.312212e-03 
Reforming stiffness matrix: reformation #23

 23
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    5.458314e-01    0.000000e+00 
	   energy              1.342208e+02    5.022580e-04    1.342208e+00 
	   displacement        1.221495e+05    8.255329e+01    8.944830e-03 
Reforming stiffness matrix: reformation #24

 24
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    2.441015e-03    0.000000e+00 
	   energy              1.342208e+02    1.153288e-04    1.342208e+00 
	   displacement        1.221495e+05    5.670228e+00    9.399866e-03 
Reforming stiffness matrix: reformation #25

 25
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    3.154793e-02    0.000000e+00 
	   energy              1.342208e+02    4.639273e-05    1.342208e+00 
	   displacement        1.221495e+05    1.985244e+01    1.028189e-02 
Reforming stiffness matrix: reformation #26

 26
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 26
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    5.097707e-07    0.000000e+00 
	   energy              1.342208e+02    4.298392e-07    1.342208e+00 
	   displacement        1.221495e+05    9.341430e-02    1.034383e-02 
Reforming stiffness matrix: reformation #27

 27
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 27
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    3.675021e-08    0.000000e+00 
	   energy              1.342208e+02    5.968382e-09    1.342208e+00 
	   displacement        1.221495e+05    2.083017e-02    1.037316e-02 
Reforming stiffness matrix: reformation #28

 28
 Nonlinear solution status: time= 0.104
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 28
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.231083e+04    1.121553e-11    0.000000e+00 
	   energy              1.342208e+02    1.998680e-11    1.342208e+00 
	   displacement        1.221495e+05    3.636979e-05    1.037193e-02 

convergence summary
    number of iterations   : 28
    number of reformations : 28

------- converged at time : 0.104


Data Record #1
===========================================================================
Step = 2
Time = 0.104
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 2
Time = 0.104
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 2
Time = 0.104
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 10%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: decreasing time step, dt = 0.0604964


===== beginning time step 3 : 0.164496 =====

Setting parameter "pressure" to : 0.164496
Setting parameter "pressure" to : 0.164496
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.324311e-01    8.123214e+04    0.000000e+00 
	   energy              1.349515e-01    1.708780e+02    1.349515e-03 
	   displacement        1.375729e+05    3.439323e+04    3.439323e-02 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.779009e+01    0.000000e+00 
	   energy              1.708780e+02    1.922981e+00    1.708780e+00 
	   displacement        1.375729e+05    8.625508e+01    3.363714e-02 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.172856e+02    0.000000e+00 
	   energy              1.708780e+02    5.084882e-01    1.708780e+00 
	   displacement        1.375729e+05    1.141664e+03    2.402263e-02 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.682291e+00    0.000000e+00 
	   energy              1.708780e+02    3.474478e-02    1.708780e+00 
	   displacement        1.375729e+05    1.600447e+01    2.303427e-02 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 0.192880
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    8.007808e+00    0.000000e+00 
	   energy              1.708780e+02    1.833996e-02    1.708780e+00 
	   displacement        1.375729e+05    1.025685e+02    2.006727e-02 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 6
	step from line search         = 0.481606
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.075231e+01    0.000000e+00 
	   energy              1.708780e+02    1.518406e-02    1.708780e+00 
	   displacement        1.375729e+05    1.263640e+02    1.701953e-02 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.487740e+01    0.000000e+00 
	   energy              1.708780e+02    1.394520e-02    1.708780e+00 
	   displacement        1.375729e+05    2.470291e+02    1.317419e-02 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.016811e+01    0.000000e+00 
	   energy              1.708780e+02    2.171726e-02    1.708780e+00 
	   displacement        1.375729e+05    2.265163e+02    9.949716e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.892511e+01    0.000000e+00 
	   energy              1.708780e+02    6.093128e-03    1.708780e+00 
	   displacement        1.375729e+05    3.963995e+02    6.379122e-03 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.365897e+00    0.000000e+00 
	   energy              1.708780e+02    1.802437e-02    1.708780e+00 
	   displacement        1.375729e+05    1.309009e+02    4.685931e-03 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 0.368589
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    6.186173e+00    0.000000e+00 
	   energy              1.708780e+02    7.922529e-03    1.708780e+00 
	   displacement        1.375729e+05    1.439374e+02    3.192473e-03 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.645447e+01    0.000000e+00 
	   energy              1.708780e+02    2.571503e-03    1.708780e+00 
	   displacement        1.375729e+05    3.704600e+02    1.396583e-03 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.520071e+00    0.000000e+00 
	   energy              1.708780e+02    1.190643e-02    1.708780e+00 
	   displacement        1.375729e+05    1.233330e+02    6.978142e-04 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 14
	step from line search         = 0.409727
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    4.053198e+00    0.000000e+00 
	   energy              1.708780e+02    4.984183e-03    1.708780e+00 
	   displacement        1.375729e+05    1.321886e+02    2.344825e-04 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    7.514962e+00    0.000000e+00 
	   energy              1.708780e+02    1.548315e-03    1.708780e+00 
	   displacement        1.375729e+05    2.818841e+02    3.236170e-05 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.259081e+00    0.000000e+00 
	   energy              1.708780e+02    7.097031e-03    1.708780e+00 
	   displacement        1.375729e+05    1.201827e+02    2.046691e-04 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 17
	step from line search         = 0.569771
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.978119e+00    0.000000e+00 
	   energy              1.708780e+02    2.499095e-03    1.708780e+00 
	   displacement        1.375729e+05    1.339638e+02    6.474586e-04 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.953299e+00    0.000000e+00 
	   energy              1.708780e+02    3.571496e-03    1.708780e+00 
	   displacement        1.375729e+05    1.527263e+02    1.415786e-03 
Reforming stiffness matrix: reformation #19

 19
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.788821e+00    0.000000e+00 
	   energy              1.708780e+02    2.188917e-03    1.708780e+00 
	   displacement        1.375729e+05    1.474767e+02    2.468222e-03 
Reforming stiffness matrix: reformation #20

 20
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    8.115546e-01    0.000000e+00 
	   energy              1.708780e+02    2.162980e-03    1.708780e+00 
	   displacement        1.375729e+05    1.002992e+02    3.557861e-03 
Reforming stiffness matrix: reformation #21

 21
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.043860e+00    0.000000e+00 
	   energy              1.708780e+02    7.130614e-04    1.708780e+00 
	   displacement        1.375729e+05    1.138978e+02    4.939642e-03 
Reforming stiffness matrix: reformation #22

 22
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.834291e-01    0.000000e+00 
	   energy              1.708780e+02    1.032522e-03    1.708780e+00 
	   displacement        1.375729e+05    4.832916e+01    5.962060e-03 
Reforming stiffness matrix: reformation #23

 23
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    5.546453e-01    0.000000e+00 
	   energy              1.708780e+02    1.941228e-04    1.708780e+00 
	   displacement        1.375729e+05    8.316376e+01    7.449708e-03 
Reforming stiffness matrix: reformation #24

 24
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.096337e-02    0.000000e+00 
	   energy              1.708780e+02    2.324696e-04    1.708780e+00 
	   displacement        1.375729e+05    1.207641e+01    8.060253e-03 
Reforming stiffness matrix: reformation #25

 25
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    8.578816e-02    0.000000e+00 
	   energy              1.708780e+02    1.015600e-04    1.708780e+00 
	   displacement        1.375729e+05    3.268593e+01    9.117257e-03 
Reforming stiffness matrix: reformation #26

 26
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 26
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    2.170131e-05    0.000000e+00 
	   energy              1.708780e+02    4.517919e-06    1.708780e+00 
	   displacement        1.375729e+05    5.906090e-01    9.264320e-03 
Reforming stiffness matrix: reformation #27

 27
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 27
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.049618e-05    0.000000e+00 
	   energy              1.708780e+02    1.486675e-07    1.708780e+00 
	   displacement        1.375729e+05    3.663803e-01    9.380985e-03 
Reforming stiffness matrix: reformation #28

 28
 Nonlinear solution status: time= 0.164496
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 28
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.123214e+04    1.098117e-09    0.000000e+00 
	   energy              1.708780e+02    9.499124e-10    1.708780e+00 
	   displacement        1.375729e+05    1.131319e-03    9.374497e-03 

convergence summary
    number of iterations   : 28
    number of reformations : 28

------- converged at time : 0.164496


Data Record #1
===========================================================================
Step = 3
Time = 0.164496351
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 3
Time = 0.164496351
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 3
Time = 0.164496351
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 16%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: decreasing time step, dt = 0.0571857


===== beginning time step 4 : 0.221682 =====

Setting parameter "pressure" to : 0.221682
Setting parameter "pressure" to : 0.221682
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.798471e-01    1.207051e+05    0.000000e+00 
	   energy              8.689072e-02    2.458420e+02    8.689072e-04 
	   displacement        1.648955e+05    4.122388e+04    4.122388e-02 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    1.316244e+02    0.000000e+00 
	   energy              2.458420e+02    5.959434e+00    2.458420e+00 
	   displacement        1.648955e+05    1.692249e+02    4.038715e-02 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    5.851480e+01    0.000000e+00 
	   energy              2.458420e+02    3.789729e-01    2.458420e+00 
	   displacement        1.648955e+05    3.464884e+02    4.745303e-02 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    9.100997e+00    0.000000e+00 
	   energy              2.458420e+02    3.262378e-02    2.458420e+00 
	   displacement        1.648955e+05    4.440656e+02    3.875139e-02 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    2.027563e+01    0.000000e+00 
	   energy              2.458420e+02    2.750678e-02    2.458420e+00 
	   displacement        1.648955e+05    7.456757e+02    2.878530e-02 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    9.417092e+00    0.000000e+00 
	   energy              2.458420e+02    2.061952e-02    2.458420e+00 
	   displacement        1.648955e+05    2.599339e+02    2.358565e-02 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.544297
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    8.451319e+00    0.000000e+00 
	   energy              2.458420e+02    1.202778e-02    2.458420e+00 
	   displacement        1.648955e+05    3.825610e+02    1.798680e-02 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    1.122303e+01    0.000000e+00 
	   energy              2.458420e+02    1.368970e-02    2.458420e+00 
	   displacement        1.648955e+05    4.072026e+02    1.298597e-02 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    6.166175e+00    0.000000e+00 
	   energy              2.458420e+02    1.587965e-02    2.458420e+00 
	   displacement        1.648955e+05    4.228708e+02    8.735886e-03 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    1.409427e+01    0.000000e+00 
	   energy              2.458420e+02    3.822683e-03    2.458420e+00 
	   displacement        1.648955e+05    3.870110e+02    5.448940e-03 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    2.539081e+00    0.000000e+00 
	   energy              2.458420e+02    1.449470e-02    2.458420e+00 
	   displacement        1.648955e+05    2.783652e+02    3.276697e-03 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 12
	step from line search         = 0.584078
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    6.836284e+00    0.000000e+00 
	   energy              2.458420e+02    5.635469e-03    2.458420e+00 
	   displacement        1.648955e+05    1.850572e+02    1.907680e-03 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    4.400514e+00    0.000000e+00 
	   energy              2.458420e+02    8.380694e-03    2.458420e+00 
	   displacement        1.648955e+05    2.937314e+02    7.146415e-04 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    5.545142e+00    0.000000e+00 
	   energy              2.458420e+02    5.338002e-03    2.458420e+00 
	   displacement        1.648955e+05    2.534923e+02    1.285708e-04 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    2.376617e+00    0.000000e+00 
	   energy              2.458420e+02    6.580792e-03    2.458420e+00 
	   displacement        1.648955e+05    2.089557e+02    3.799285e-05 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    5.276621e+00    0.000000e+00 
	   energy              2.458420e+02    8.832466e-04    2.458420e+00 
	   displacement        1.648955e+05    2.404310e+02    4.014690e-04 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    6.817512e-01    0.000000e+00 
	   energy              2.458420e+02    4.757734e-03    2.458420e+00 
	   displacement        1.648955e+05    1.098658e+02    9.213475e-04 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 24
	stiffness matrix reformations = 18
	step from line search         = 0.572704
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    1.836446e+00    0.000000e+00 
	   energy              2.458420e+02    1.580680e-03    2.458420e+00 
	   displacement        1.648955e+05    1.066091e+02    1.646185e-03 
Reforming stiffness matrix: reformation #19

 19
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    1.027560e+00    0.000000e+00 
	   energy              2.458420e+02    2.256126e-03    2.458420e+00 
	   displacement        1.648955e+05    1.198337e+02    2.648278e-03 
Reforming stiffness matrix: reformation #20

 20
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    9.767035e-01    0.000000e+00 
	   energy              2.458420e+02    1.175933e-03    2.458420e+00 
	   displacement        1.648955e+05    1.109853e+02    3.838291e-03 
Reforming stiffness matrix: reformation #21

 21
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    3.196014e-01    0.000000e+00 
	   energy              2.458420e+02    1.124357e-03    2.458420e+00 
	   displacement        1.648955e+05    6.554048e+01    4.903582e-03 
Reforming stiffness matrix: reformation #22

 22
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    4.253665e-01    0.000000e+00 
	   energy              2.458420e+02    2.585781e-04    2.458420e+00 
	   displacement        1.648955e+05    7.312437e+01    6.170808e-03 
Reforming stiffness matrix: reformation #23

 23
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    3.829065e-02    0.000000e+00 
	   energy              2.458420e+02    3.306068e-04    2.458420e+00 
	   displacement        1.648955e+05    2.267424e+01    6.939802e-03 
Reforming stiffness matrix: reformation #24

 24
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    7.827187e-02    0.000000e+00 
	   energy              2.458420e+02    8.316508e-06    2.458420e+00 
	   displacement        1.648955e+05    3.135514e+01    7.901987e-03 
Reforming stiffness matrix: reformation #25

 25
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    4.012335e-04    0.000000e+00 
	   energy              2.458420e+02    1.702159e-05    2.458420e+00 
	   displacement        1.648955e+05    2.424645e+00    8.180709e-03 
Reforming stiffness matrix: reformation #26

 26
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 32
	stiffness matrix reformations = 26
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    1.147089e-04    0.000000e+00 
	   energy              2.458420e+02    2.945895e-07    2.458420e+00 
	   displacement        1.648955e+05    1.219455e+00    8.381300e-03 
Reforming stiffness matrix: reformation #27

 27
 Nonlinear solution status: time= 0.221682
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 27
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.207051e+05    3.064950e-09    0.000000e+00 
	   energy              2.458420e+02    2.026700e-09    2.458420e+00 
	   displacement        1.648955e+05    1.152524e-03    8.375144e-03 

convergence summary
    number of iterations   : 27
    number of reformations : 27

------- converged at time : 0.221682


Data Record #1
===========================================================================
Step = 4
Time = 0.221682065
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 4
Time = 0.221682065
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 4
Time = 0.221682065
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 22%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: decreasing time step, dt = 0.0550421


===== beginning time step 5 : 0.276724 =====

Setting parameter "pressure" to : 0.276724
Setting parameter "pressure" to : 0.276724
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.482838e-01    1.480659e+05    0.000000e+00 
	   energy              6.025074e-02    2.951531e+02    6.025074e-04 
	   displacement        1.802037e+05    4.505092e+04    4.505092e-02 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    4.273453e+02    0.000000e+00 
	   energy              2.951531e+02    1.435545e+01    2.951531e+00 
	   displacement        1.802037e+05    2.730580e+02    4.417323e-02 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    3.068171e+01    0.000000e+00 
	   energy              2.951531e+02    3.567316e-02    2.951531e+00 
	   displacement        1.802037e+05    1.123636e+02    4.522453e-02 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 4
	step from line search         = 0.590358
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    6.031386e+00    0.000000e+00 
	   energy              2.951531e+02    1.639917e-02    2.951531e+00 
	   displacement        1.802037e+05    6.534369e+01    4.213400e-02 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 5
	step from line search         = 0.057916
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    6.063418e+00    0.000000e+00 
	   energy              2.951531e+02    1.354853e-02    2.951531e+00 
	   displacement        1.802037e+05    3.274524e+01    3.983350e-02 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 0.217182
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    9.644660e+00    0.000000e+00 
	   energy              2.951531e+02    1.909116e-02    2.951531e+00 
	   displacement        1.802037e+05    1.287982e+02    3.544336e-02 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 7
	step from line search         = 0.625396
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    1.406329e+01    0.000000e+00 
	   energy              2.951531e+02    1.515095e-02    2.951531e+00 
	   displacement        1.802037e+05    3.783791e+02    2.850880e-02 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    7.528904e+00    0.000000e+00 
	   energy              2.951531e+02    2.541045e-02    2.951531e+00 
	   displacement        1.802037e+05    3.771953e+02    2.233557e-02 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    1.893701e+01    0.000000e+00 
	   energy              2.951531e+02    2.383072e-03    2.951531e+00 
	   displacement        1.802037e+05    5.698594e+02    1.577924e-02 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.943919e+00    0.000000e+00 
	   energy              2.951531e+02    2.280001e-02    2.951531e+00 
	   displacement        1.802037e+05    2.331550e+02    1.218028e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 11
	step from line search         = 0.478205
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    7.938929e+00    0.000000e+00 
	   energy              2.951531e+02    9.334487e-03    2.951531e+00 
	   displacement        1.802037e+05    2.289197e+02    9.074522e-03 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    1.015823e+01    0.000000e+00 
	   energy              2.951531e+02    7.988144e-03    2.951531e+00 
	   displacement        1.802037e+05    4.157502e+02    5.612459e-03 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    4.344029e+00    0.000000e+00 
	   energy              2.951531e+02    1.416175e-02    2.951531e+00 
	   displacement        1.802037e+05    2.455061e+02    3.515161e-03 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    1.530311e+01    0.000000e+00 
	   energy              2.951531e+02    7.853974e-03    2.951531e+00 
	   displacement        1.802037e+05    4.850801e+02    1.397997e-03 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    8.532596e-01    0.000000e+00 
	   energy              2.951531e+02    1.057822e-02    2.951531e+00 
	   displacement        1.802037e+05    1.053794e+02    7.412056e-04 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 25
	stiffness matrix reformations = 16
	step from line search         = 0.325421
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.673857e+00    0.000000e+00 
	   energy              2.951531e+02    4.751199e-03    2.951531e+00 
	   displacement        1.802037e+05    1.175560e+02    2.768092e-04 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 26
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    9.715380e+00    0.000000e+00 
	   energy              2.951531e+02    4.970124e-03    2.951531e+00 
	   displacement        1.802037e+05    3.670379e+02    3.066364e-05 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    4.513690e-01    0.000000e+00 
	   energy              2.951531e+02    6.065529e-03    2.951531e+00 
	   displacement        1.802037e+05    7.703670e+01    1.623910e-04 
Reforming stiffness matrix: reformation #19

 19
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 19
	step from line search         = 0.344805
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    1.526873e+00    0.000000e+00 
	   energy              2.951531e+02    2.623103e-03    2.951531e+00 
	   displacement        1.802037e+05    8.972933e+01    4.774508e-04 
Reforming stiffness matrix: reformation #20

 20
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    4.236401e+00    0.000000e+00 
	   energy              2.951531e+02    1.107602e-03    2.951531e+00 
	   displacement        1.802037e+05    2.373932e+02    1.373174e-03 
Reforming stiffness matrix: reformation #21

 21
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.653330e-01    0.000000e+00 
	   energy              2.951531e+02    2.954774e-03    2.951531e+00 
	   displacement        1.802037e+05    5.899390e+01    1.996578e-03 
Reforming stiffness matrix: reformation #22

 22
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 33
	stiffness matrix reformations = 22
	step from line search         = 0.456877
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    8.484132e-01    0.000000e+00 
	   energy              2.951531e+02    1.045527e-03    2.951531e+00 
	   displacement        1.802037e+05    7.165358e+01    2.820238e-03 
Reforming stiffness matrix: reformation #23

 23
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 34
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    7.921304e-01    0.000000e+00 
	   energy              2.951531e+02    9.041335e-04    2.951531e+00 
	   displacement        1.802037e+05    1.022261e+02    3.991786e-03 
Reforming stiffness matrix: reformation #24

 24
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 35
	stiffness matrix reformations = 24
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.175476e-01    0.000000e+00 
	   energy              2.951531e+02    8.781468e-04    2.951531e+00 
	   displacement        1.802037e+05    5.295490e+01    4.961230e-03 
Reforming stiffness matrix: reformation #25

 25
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 36
	stiffness matrix reformations = 25
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    3.034890e-01    0.000000e+00 
	   energy              2.951531e+02    1.413173e-04    2.951531e+00 
	   displacement        1.802037e+05    6.224774e+01    6.131861e-03 
Reforming stiffness matrix: reformation #26

 26
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 37
	stiffness matrix reformations = 26
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    1.687172e-02    0.000000e+00 
	   energy              2.951531e+02    1.933224e-04    2.951531e+00 
	   displacement        1.802037e+05    1.511235e+01    6.754376e-03 
Reforming stiffness matrix: reformation #27

 27
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 38
	stiffness matrix reformations = 27
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.841555e-02    0.000000e+00 
	   energy              2.951531e+02    3.952218e-06    2.951531e+00 
	   displacement        1.802037e+05    1.894620e+01    7.487190e-03 
Reforming stiffness matrix: reformation #28

 28
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 39
	stiffness matrix reformations = 28
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.829913e-05    0.000000e+00 
	   energy              2.951531e+02    2.734830e-06    2.951531e+00 
	   displacement        1.802037e+05    6.926432e-01    7.631662e-03 
Reforming stiffness matrix: reformation #29

 29
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 40
	stiffness matrix reformations = 29
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    9.512882e-07    0.000000e+00 
	   energy              2.951531e+02    6.057919e-08    2.951531e+00 
	   displacement        1.802037e+05    1.082629e-01    7.689160e-03 
Reforming stiffness matrix: reformation #30

 30
 Nonlinear solution status: time= 0.276724
	stiffness updates             = 0
	right hand side evaluations   = 41
	stiffness matrix reformations = 30
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.480659e+05    2.420406e-09    0.000000e+00 
	   energy              2.951531e+02    1.521471e-09    2.951531e+00 
	   displacement        1.802037e+05    9.571598e-04    7.683760e-03 

convergence summary
    number of iterations   : 30
    number of reformations : 30

------- converged at time : 0.276724


Data Record #1
===========================================================================
Step = 5
Time = 0.276724145
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 5
Time = 0.276724145
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 5
Time = 0.276724145
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 28%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: decreasing time step, dt = 0.0502812


===== beginning time step 6 : 0.327005 =====

Setting parameter "pressure" to : 0.327005
Setting parameter "pressure" to : 0.327005
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.327005
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.772053e-01    7.667380e+05    0.000000e+00 
	   energy              7.258176e-02    1.318535e+03    7.258176e-04 
	   displacement        3.858004e+05    9.645009e+04    9.645009e-02 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #2

 2

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


------- failed to converge at time : 0.327005

Retrying time step. Retry attempt 1 of max 5


AUTO STEPPER: retry step, dt = 0.041901


===== beginning time step 6 : 0.318625 =====

Setting parameter "pressure" to : 0.318625
Setting parameter "pressure" to : 0.318625
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.318625
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.619485e-01    3.221634e+07    0.000000e+00 
	   energy              8.204391e-01    3.418596e+04    8.204391e-03 
	   displacement        2.186975e+06    5.467438e+05    5.467438e-01 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #2

 2

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


------- failed to converge at time : 0.318625

Retrying time step. Retry attempt 2 of max 5


AUTO STEPPER: retry step, dt = 0.0335208


===== beginning time step 6 : 0.310245 =====

Setting parameter "pressure" to : 0.310245
Setting parameter "pressure" to : 0.310245
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 1
	step from line search         = 0.055645
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    2.640781e+00    0.000000e+00 
	   energy              1.978035e-01    5.269290e-03    1.978035e-03 
	   displacement        6.018977e+04    1.863724e+02    1.863724e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    7.237364e-01    0.000000e+00 
	   energy              1.978035e-01    1.131259e-03    1.978035e-03 
	   displacement        6.018977e+04    1.551686e+02    6.765041e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    7.166895e-01    0.000000e+00 
	   energy              1.978035e-01    3.413976e-04    1.978035e-03 
	   displacement        6.018977e+04    7.977213e+01    1.216009e-03 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    7.119652e-02    0.000000e+00 
	   energy              1.978035e-01    5.556901e-04    1.978035e-03 
	   displacement        6.018977e+04    3.996341e+01    1.696341e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    2.210272e-01    0.000000e+00 
	   energy              1.978035e-01    9.354546e-05    1.978035e-03 
	   displacement        6.018977e+04    5.071425e+01    2.331829e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    1.440604e-03    0.000000e+00 
	   energy              1.978035e-01    5.537107e-05    1.978035e-03 
	   displacement        6.018977e+04    5.086029e+00    2.554417e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    3.058290e-03    0.000000e+00 
	   energy              1.978035e-01    4.973656e-06    1.978035e-03 
	   displacement        6.018977e+04    6.212007e+00    2.812077e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.310245
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.676475e-01    1.154366e-08    0.000000e+00 
	   energy              1.978035e-01    3.085244e-09    1.978035e-03 
	   displacement        6.018977e+04    3.936720e-04    2.810313e-03 

convergence summary
    number of iterations   : 8
    number of reformations : 8

------- converged at time : 0.310245


Data Record #1
===========================================================================
Step = 6
Time = 0.310244922
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 6
Time = 0.310244922
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 6
Time = 0.310244922
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 31%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.0588166


===== beginning time step 7 : 0.369062 =====

Setting parameter "pressure" to : 0.369062
Setting parameter "pressure" to : 0.369062
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 1
	step from line search         = 0.040264
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.188179e-01    2.155757e+00    0.000000e+00 
	   energy              1.668360e-01    3.313725e-03    1.668360e-03 
	   displacement        8.560362e+04    1.387811e+02    1.387811e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.188179e-01    1.335534e+02    0.000000e+00 
	   energy              1.668360e-01    2.826754e-01    1.668360e-03 
	   displacement        8.560362e+04    2.069360e+03    1.145100e-03 

 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *                                                                       *
 *************************************************************************
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    1.362291e-02    0.000000e+00 
	   energy              2.826754e-01    1.372103e-03    2.826754e-03 
	   displacement        8.560362e+04    1.591578e+00    1.207400e-03 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 4
	step from line search         = 0.098024
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    1.408491e-01    0.000000e+00 
	   energy              2.826754e-01    2.093552e-03    2.826754e-03 
	   displacement        8.560362e+04    3.491825e+01    1.647244e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 5
	step from line search         = 0.270141
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    6.744706e-01    0.000000e+00 
	   energy              2.826754e-01    1.707983e-03    2.826754e-03 
	   displacement        8.560362e+04    5.772980e+01    2.314988e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    3.874374e+00    0.000000e+00 
	   energy              2.826754e-01    3.367448e-03    2.826754e-03 
	   displacement        8.560362e+04    2.065651e+02    3.893122e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    4.482806e-02    0.000000e+00 
	   energy              2.826754e-01    1.261913e-03    2.826754e-03 
	   displacement        8.560362e+04    2.415997e+01    4.527955e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 8
	step from line search         = 0.373127
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    2.660130e-01    0.000000e+00 
	   energy              2.826754e-01    5.040562e-04    2.826754e-03 
	   displacement        8.560362e+04    4.162450e+01    5.434571e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    3.583795e-01    0.000000e+00 
	   energy              2.826754e-01    1.617295e-04    2.826754e-03 
	   displacement        8.560362e+04    6.756685e+01    6.710315e-03 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    2.148071e-02    0.000000e+00 
	   energy              2.826754e-01    2.333142e-04    2.826754e-03 
	   displacement        8.560362e+04    1.704060e+01    7.401907e-03 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    4.185014e-02    0.000000e+00 
	   energy              2.826754e-01    1.513668e-05    2.826754e-03 
	   displacement        8.560362e+04    2.292461e+01    8.246655e-03 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    3.553742e-05    0.000000e+00 
	   energy              2.826754e-01    3.840113e-06    2.826754e-03 
	   displacement        8.560362e+04    8.176248e-01    8.411414e-03 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    2.655284e-06    0.000000e+00 
	   energy              2.826754e-01    1.362536e-07    2.826754e-03 
	   displacement        8.560362e+04    1.807862e-01    8.489441e-03 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.369062
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.335534e+02    1.372971e-08    0.000000e+00 
	   energy              2.826754e-01    6.110374e-09    2.826754e-03 
	   displacement        8.560362e+04    2.858825e-03    8.479644e-03 

convergence summary
    number of iterations   : 14
    number of reformations : 14

------- converged at time : 0.369062


Data Record #1
===========================================================================
Step = 7
Time = 0.369061543
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 7
Time = 0.369061543
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 7
Time = 0.369061543
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 37%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.0790533


===== beginning time step 8 : 0.448115 =====

Setting parameter "pressure" to : 0.448115
Setting parameter "pressure" to : 0.448115
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.064147
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    2.068917e+00    0.000000e+00 
	   energy              4.972056e-01    2.770191e-02    4.972056e-03 
	   displacement        2.612144e+04    1.074845e+02    1.074845e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 2
	step from line search         = 0.303978
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    2.502275e+01    0.000000e+00 
	   energy              4.972056e-01    9.275139e-02    4.972056e-03 
	   displacement        2.612144e+04    7.232271e+02    2.773106e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    1.067496e+00    0.000000e+00 
	   energy              4.972056e-01    9.569836e-03    4.972056e-03 
	   displacement        2.612144e+04    1.236450e+02    7.697236e-04 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 4
	step from line search         = 0.295210
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    2.349303e+00    0.000000e+00 
	   energy              4.972056e-01    3.979274e-03    4.972056e-03 
	   displacement        2.612144e+04    1.004776e+02    1.414236e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    8.695335e+00    0.000000e+00 
	   energy              4.972056e-01    5.954660e-03    4.972056e-03 
	   displacement        2.612144e+04    3.819505e+02    3.252626e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    2.338375e-01    0.000000e+00 
	   energy              4.972056e-01    4.235171e-03    4.972056e-03 
	   displacement        2.612144e+04    6.387879e+01    4.223944e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 0.316280
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    9.363983e-01    0.000000e+00 
	   energy              4.972056e-01    1.866026e-03    4.972056e-03 
	   displacement        2.612144e+04    7.232732e+01    5.395369e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    3.072384e+00    0.000000e+00 
	   energy              4.972056e-01    1.463507e-03    4.972056e-03 
	   displacement        2.612144e+04    2.112085e+02    7.732641e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    1.039371e-01    0.000000e+00 
	   energy              4.972056e-01    1.669977e-03    4.972056e-03 
	   displacement        2.612144e+04    3.876084e+01    8.862234e-03 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 10
	step from line search         = 0.447751
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    4.135317e-01    0.000000e+00 
	   energy              4.972056e-01    5.437294e-04    4.972056e-03 
	   displacement        2.612144e+04    5.163653e+01    1.026188e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    3.008192e-01    0.000000e+00 
	   energy              4.972056e-01    4.362093e-04    4.972056e-03 
	   displacement        2.612144e+04    6.469005e+01    1.195114e-02 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    5.739417e-02    0.000000e+00 
	   energy              4.972056e-01    2.887427e-04    4.972056e-03 
	   displacement        2.612144e+04    2.770217e+01    1.312619e-02 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    3.406938e-02    0.000000e+00 
	   energy              4.972056e-01    4.825395e-05    4.972056e-03 
	   displacement        2.612144e+04    2.117689e+01    1.419888e-02 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    4.675196e-04    0.000000e+00 
	   energy              4.972056e-01    1.029514e-05    4.972056e-03 
	   displacement        2.612144e+04    2.700589e+00    1.459229e-02 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    9.418255e-06    0.000000e+00 
	   energy              4.972056e-01    1.373742e-07    4.972056e-03 
	   displacement        2.612144e+04    3.641127e-01    1.473812e-02 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.448115
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.459875e-01    2.955427e-08    0.000000e+00 
	   energy              4.972056e-01    1.139610e-08    4.972056e-03 
	   displacement        2.612144e+04    3.274416e-03    1.472436e-02 

convergence summary
    number of iterations   : 16
    number of reformations : 16

------- converged at time : 0.448115


Data Record #1
===========================================================================
Step = 8
Time = 0.44811484
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 8
Time = 0.44811484
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 8
Time = 0.44811484
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 45%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.0952426


===== beginning time step 9 : 0.543357 =====

Setting parameter "pressure" to : 0.543357
Setting parameter "pressure" to : 0.543357
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.118104
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    6.231512e+00    0.000000e+00 
	   energy              7.977507e-01    7.241910e-02    7.977507e-03 
	   displacement        1.662545e+04    2.319005e+02    2.319005e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.568538e+02    0.000000e+00 
	   energy              7.977507e-01    3.433476e-01    7.977507e-03 
	   displacement        1.662545e+04    2.650646e+03    1.352701e-03 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    6.977920e-02    0.000000e+00 
	   energy              7.977507e-01    5.317204e-03    7.977507e-03 
	   displacement        1.662545e+04    6.256307e+00    1.485168e-03 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.080334
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    3.937702e-01    0.000000e+00 
	   energy              7.977507e-01    4.969161e-03    7.977507e-03 
	   displacement        1.662545e+04    4.835218e+01    2.052938e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 5
	step from line search         = 0.217162
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.609909e+00    0.000000e+00 
	   energy              7.977507e-01    4.664153e-03    7.977507e-03 
	   displacement        1.662545e+04    8.259880e+01    2.939685e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 6
	step from line search         = 0.537998
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    3.734768e+00    0.000000e+00 
	   energy              7.977507e-01    3.279599e-03    7.977507e-03 
	   displacement        1.662545e+04    1.406147e+02    4.343341e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    2.828694e+00    0.000000e+00 
	   energy              7.977507e-01    4.197755e-03    7.977507e-03 
	   displacement        1.662545e+04    1.800776e+02    6.270981e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.990516e+00    0.000000e+00 
	   energy              7.977507e-01    3.296601e-03    7.977507e-03 
	   displacement        1.662545e+04    1.554929e+02    8.386755e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.459127e+00    0.000000e+00 
	   energy              7.977507e-01    2.240336e-03    7.977507e-03 
	   displacement        1.662545e+04    1.351998e+02    1.063931e-02 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    8.174078e-01    0.000000e+00 
	   energy              7.977507e-01    1.697595e-03    7.977507e-03 
	   displacement        1.662545e+04    1.015067e+02    1.280931e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    5.862798e-01    0.000000e+00 
	   energy              7.977507e-01    8.909753e-04    7.977507e-03 
	   displacement        1.662545e+04    8.638792e+01    1.499079e-02 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.901277e-01    0.000000e+00 
	   energy              7.977507e-01    6.285702e-04    7.977507e-03 
	   displacement        1.662545e+04    4.986764e+01    1.676341e-02 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.278718e-01    0.000000e+00 
	   energy              7.977507e-01    1.826646e-04    7.977507e-03 
	   displacement        1.662545e+04    4.046712e+01    1.844531e-02 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    9.435748e-03    0.000000e+00 
	   energy              7.977507e-01    8.257831e-05    7.977507e-03 
	   displacement        1.662545e+04    1.161313e+01    1.937968e-02 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.940556e-03    0.000000e+00 
	   energy              7.977507e-01    3.447355e-06    7.977507e-03 
	   displacement        1.662545e+04    5.127989e+00    2.001336e-02 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    4.929075e-08    0.000000e+00 
	   energy              7.977507e-01    6.400881e-08    7.977507e-03 
	   displacement        1.662545e+04    3.172596e-02    2.006365e-02 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.543357
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.390910e+00    1.696443e-09    0.000000e+00 
	   energy              7.977507e-01    8.397954e-11    7.977507e-03 
	   displacement        1.662545e+04    6.243648e-04    2.007072e-02 

convergence summary
    number of iterations   : 17
    number of reformations : 17

------- converged at time : 0.543357


Data Record #1
===========================================================================
Step = 9
Time = 0.543357478
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 9
Time = 0.543357478
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 9
Time = 0.543357478
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 54%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.108194


===== beginning time step 10 : 0.651552 =====

Setting parameter "pressure" to : 0.651552
Setting parameter "pressure" to : 0.651552
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.167155
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    1.342237e+01    0.000000e+00 
	   energy              1.086715e+00    1.240556e-01    1.086715e-02 
	   displacement        1.270095e+04    3.548744e+02    3.548744e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    5.355046e+01    0.000000e+00 
	   energy              1.086715e+00    1.021332e-01    1.086715e-02 
	   displacement        1.270095e+04    1.695902e+03    5.675129e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    1.002993e+00    0.000000e+00 
	   energy              1.086715e+00    1.343341e-02    1.086715e-02 
	   displacement        1.270095e+04    4.788023e+01    8.543225e-04 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 0.262470
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    3.113955e+00    0.000000e+00 
	   energy              1.086715e+00    6.822554e-03    1.086715e-02 
	   displacement        1.270095e+04    1.366864e+02    1.643760e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    2.246021e+01    0.000000e+00 
	   energy              1.086715e+00    2.223809e-02    1.086715e-02 
	   displacement        1.270095e+04    5.590171e+02    4.067765e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    2.652969e-01    0.000000e+00 
	   energy              1.086715e+00    7.365273e-03    1.086715e-02 
	   displacement        1.270095e+04    5.592465e+01    5.062259e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 7
	step from line search         = 0.212061
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    1.240783e+00    0.000000e+00 
	   energy              1.086715e+00    3.934979e-03    1.086715e-02 
	   displacement        1.270095e+04    7.760721e+01    6.379851e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 8
	step from line search         = 0.532646
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    2.951920e+00    0.000000e+00 
	   energy              1.086715e+00    2.675850e-03    1.086715e-02 
	   displacement        1.270095e+04    1.365493e+02    8.367405e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    2.114648e+00    0.000000e+00 
	   energy              1.086715e+00    3.372095e-03    1.086715e-02 
	   displacement        1.270095e+04    1.697127e+02    1.090414e-02 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    1.429248e+00    0.000000e+00 
	   energy              1.086715e+00    2.499722e-03    1.086715e-02 
	   displacement        1.270095e+04    1.345800e+02    1.344710e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    9.425885e-01    0.000000e+00 
	   energy              1.086715e+00    1.604204e-03    1.086715e-02 
	   displacement        1.270095e+04    1.117521e+02    1.599831e-02 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    4.779206e-01    0.000000e+00 
	   energy              1.086715e+00    1.072828e-03    1.086715e-02 
	   displacement        1.270095e+04    7.830698e+01    1.830478e-02 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    2.652061e-01    0.000000e+00 
	   energy              1.086715e+00    5.084133e-04    1.086715e-02 
	   displacement        1.270095e+04    5.890987e+01    2.043179e-02 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    6.524229e-02    0.000000e+00 
	   energy              1.086715e+00    2.526927e-04    1.086715e-02 
	   displacement        1.270095e+04    2.959194e+01    2.201041e-02 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    1.785696e-02    0.000000e+00 
	   energy              1.086715e+00    5.157089e-05    1.086715e-02 
	   displacement        1.270095e+04    1.551608e+01    2.319036e-02 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    2.647184e-04    0.000000e+00 
	   energy              1.086715e+00    4.895939e-06    1.086715e-02 
	   displacement        1.270095e+04    2.103321e+00    2.363285e-02 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    3.737505e-07    0.000000e+00 
	   energy              1.086715e+00    3.885521e-08    1.086715e-02 
	   displacement        1.270095e+04    6.244630e-02    2.370960e-02 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.651552
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.824005e+00    6.432104e-09    0.000000e+00 
	   energy              1.086715e+00    2.221703e-09    1.086715e-02 
	   displacement        1.270095e+04    1.499998e-04    2.370603e-02 

convergence summary
    number of iterations   : 18
    number of reformations : 18

------- converged at time : 0.651552


Data Record #1
===========================================================================
Step = 10
Time = 0.651551588
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 10
Time = 0.651551588
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 10
Time = 0.651551588
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 65%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.117442


===== beginning time step 11 : 0.768994 =====

Setting parameter "pressure" to : 0.768994
Setting parameter "pressure" to : 0.768994
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.208196
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    2.242172e+01    0.000000e+00 
	   energy              1.333962e+00    1.707785e-01    1.333962e-02 
	   displacement        1.052806e+04    4.563460e+02    4.563460e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    3.132591e+01    0.000000e+00 
	   energy              1.333962e+00    4.932922e-02    1.333962e-02 
	   displacement        1.052806e+04    1.346844e+03    3.337730e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    6.937501e+00    0.000000e+00 
	   energy              1.333962e+00    1.261707e-02    1.333962e-02 
	   displacement        1.052806e+04    1.392412e+02    7.310924e-04 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    1.452990e+01    0.000000e+00 
	   energy              1.333962e+00    9.803829e-03    1.333962e-02 
	   displacement        1.052806e+04    7.012481e+02    2.804713e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    2.056246e+00    0.000000e+00 
	   energy              1.333962e+00    1.116958e-02    1.333962e-02 
	   displacement        1.052806e+04    8.193817e+01    3.782437e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.453755
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    4.043949e+00    0.000000e+00 
	   energy              1.333962e+00    4.528767e-03    1.333962e-02 
	   displacement        1.052806e+04    1.804384e+02    5.596844e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    5.285255e+00    0.000000e+00 
	   energy              1.333962e+00    3.413596e-03    1.333962e-02 
	   displacement        1.052806e+04    2.477284e+02    8.168940e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    1.427669e+00    0.000000e+00 
	   energy              1.333962e+00    5.681730e-03    1.333962e-02 
	   displacement        1.052806e+04    1.404090e+02    1.043309e-02 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    5.839223e+00    0.000000e+00 
	   energy              1.333962e+00    3.374728e-03    1.333962e-02 
	   displacement        1.052806e+04    2.566362e+02    1.393618e-02 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    1.359805e-01    0.000000e+00 
	   energy              1.333962e+00    2.666518e-03    1.333962e-02 
	   displacement        1.052806e+04    4.734644e+01    1.559955e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 0.371910
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    6.087826e-01    0.000000e+00 
	   energy              1.333962e+00    9.711361e-04    1.333962e-02 
	   displacement        1.052806e+04    5.672110e+01    1.752561e-02 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    8.577332e-01    0.000000e+00 
	   energy              1.333962e+00    2.884295e-04    1.333962e-02 
	   displacement        1.052806e+04    1.067245e+02    2.035392e-02 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    6.110281e-02    0.000000e+00 
	   energy              1.333962e+00    6.064457e-04    1.333962e-02 
	   displacement        1.052806e+04    2.960106e+01    2.192896e-02 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    2.613147e-01    0.000000e+00 
	   energy              1.333962e+00    2.603667e-04    1.333962e-02 
	   displacement        1.052806e+04    5.590507e+01    2.418867e-02 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    1.162700e-04    0.000000e+00 
	   energy              1.333962e+00    2.264056e-05    1.333962e-02 
	   displacement        1.052806e+04    1.878036e+00    2.461569e-02 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    5.069946e-04    0.000000e+00 
	   energy              1.333962e+00    5.317144e-06    1.333962e-02 
	   displacement        1.052806e+04    2.503073e+00    2.511259e-02 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    9.112555e-06    0.000000e+00 
	   energy              1.333962e+00    8.606956e-07    1.333962e-02 
	   displacement        1.052806e+04    1.636786e-01    2.498585e-02 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    9.791833e-07    0.000000e+00 
	   energy              1.333962e+00    1.829960e-07    1.333962e-02 
	   displacement        1.052806e+04    4.213391e-02    2.505033e-02 
Reforming stiffness matrix: reformation #19

 19
 Nonlinear solution status: time= 0.768994
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.190411e+00    1.761706e-07    0.000000e+00 
	   energy              1.333962e+00    4.199515e-08    1.333962e-02 
	   displacement        1.052806e+04    9.256478e-03    2.502011e-02 

convergence summary
    number of iterations   : 19
    number of reformations : 19

------- converged at time : 0.768994


Data Record #1
===========================================================================
Step = 11
Time = 0.768993636
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 11
Time = 0.768993636
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 11
Time = 0.768993636
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 77%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.123701


===== beginning time step 12 : 0.892695 =====

Setting parameter "pressure" to : 0.892695
Setting parameter "pressure" to : 0.892695
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.243920
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    3.238200e+01    0.000000e+00 
	   energy              1.537509e+00    2.093864e-01    1.537509e-02 
	   displacement        9.031469e+03    5.373452e+02    5.373452e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    2.200540e+01    0.000000e+00 
	   energy              1.537509e+00    2.746265e-02    1.537509e-02 
	   displacement        9.031469e+03    1.157064e+03    2.446710e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    2.570848e+01    0.000000e+00 
	   energy              1.537509e+00    1.449558e-02    1.537509e-02 
	   displacement        9.031469e+03    2.759621e+02    7.388736e-04 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    2.312679e+00    0.000000e+00 
	   energy              1.537509e+00    1.160505e-02    1.537509e-02 
	   displacement        9.031469e+03    3.712193e+02    2.122900e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 5
	step from line search         = 0.373700
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    5.296833e+00    0.000000e+00 
	   energy              1.537509e+00    6.598057e-03    1.537509e-02 
	   displacement        9.031469e+03    9.014000e+01    3.025448e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    9.085888e+00    0.000000e+00 
	   energy              1.537509e+00    1.595632e-03    1.537509e-02 
	   displacement        9.031469e+03    3.258936e+02    5.285278e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    1.352331e+00    0.000000e+00 
	   energy              1.537509e+00    8.679258e-03    1.537509e-02 
	   displacement        9.031469e+03    1.691869e+02    7.330926e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 8
	step from line search         = 0.543115
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    3.375854e+00    0.000000e+00 
	   energy              1.537509e+00    2.866172e-03    1.537509e-02 
	   displacement        9.031469e+03    1.336143e+02    9.418590e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    2.044387e+00    0.000000e+00 
	   energy              1.537509e+00    3.843432e-03    1.537509e-02 
	   displacement        9.031469e+03    1.796212e+02    1.218042e-02 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    1.672716e+00    0.000000e+00 
	   energy              1.537509e+00    2.362046e-03    1.537509e-02 
	   displacement        9.031469e+03    1.439526e+02    1.495315e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    7.155105e-01    0.000000e+00 
	   energy              1.537509e+00    1.854472e-03    1.537509e-02 
	   displacement        9.031469e+03    1.026728e+02    1.751973e-02 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    6.282703e-01    0.000000e+00 
	   energy              1.537509e+00    7.055925e-04    1.537509e-02 
	   displacement        9.031469e+03    8.736679e+01    2.006646e-02 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    9.938465e-02    0.000000e+00 
	   energy              1.537509e+00    5.556899e-04    1.537509e-02 
	   displacement        9.031469e+03    3.847531e+01    2.185381e-02 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    1.030611e-01    0.000000e+00 
	   energy              1.537509e+00    3.725630e-05    1.537509e-02 
	   displacement        9.031469e+03    3.552013e+01    2.364206e-02 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    4.860539e-04    0.000000e+00 
	   energy              1.537509e+00    2.551247e-05    1.537509e-02 
	   displacement        9.031469e+03    3.274742e+00    2.420006e-02 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    1.187891e-04    0.000000e+00 
	   energy              1.537509e+00    1.368184e-06    1.537509e-02 
	   displacement        9.031469e+03    1.256948e+00    2.454872e-02 
Reforming stiffness matrix: reformation #17

 17
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    3.701989e-06    0.000000e+00 
	   energy              1.537509e+00    6.522035e-07    1.537509e-02 
	   displacement        9.031469e+03    7.011435e-02    2.446704e-02 
Reforming stiffness matrix: reformation #18

 18
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    1.332825e-06    0.000000e+00 
	   energy              1.537509e+00    2.434649e-07    1.537509e-02 
	   displacement        9.031469e+03    4.620406e-02    2.453382e-02 
Reforming stiffness matrix: reformation #19

 19
 Nonlinear solution status: time= 0.892695
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 19
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.482976e+00    4.038641e-07    0.000000e+00 
	   energy              1.537509e+00    9.061761e-08    1.537509e-02 
	   displacement        9.031469e+03    1.513937e-02    2.449562e-02 

convergence summary
    number of iterations   : 19
    number of reformations : 19

------- converged at time : 0.892695


Data Record #1
===========================================================================
Step = 12
Time = 0.89269505
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 12
Time = 0.89269505
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 12
Time = 0.89269505
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 89%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.12904

MUST POINT CONTROLLER: adjusting time step. dt = 0.107305


===== beginning time step 13 : 1 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 0
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 1
	step from line search         = 0.206832
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    2.004027e+01    0.000000e+00 
	   energy              1.172354e+00    1.489090e-01    1.172354e-02 
	   displacement        9.776428e+03    4.182301e+02    4.182301e-04 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    2.741698e+01    0.000000e+00 
	   energy              1.172354e+00    4.067789e-02    1.172354e-02 
	   displacement        9.776428e+03    1.260415e+03    3.218974e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    5.284825e+00    0.000000e+00 
	   energy              1.172354e+00    1.167741e-02    1.172354e-02 
	   displacement        9.776428e+03    1.171493e+02    6.664263e-04 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    1.425518e+01    0.000000e+00 
	   energy              1.172354e+00    1.069149e-02    1.172354e-02 
	   displacement        9.776428e+03    6.231761e+02    2.517387e-03 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    9.931017e-01    0.000000e+00 
	   energy              1.172354e+00    8.710093e-03    1.172354e-02 
	   displacement        9.776428e+03    6.007670e+01    3.306654e-03 
Reforming stiffness matrix: reformation #6

 6
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 6
	step from line search         = 0.373875
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    2.570862e+00    0.000000e+00 
	   energy              1.172354e+00    3.486886e-03    1.172354e-02 
	   displacement        9.776428e+03    1.235333e+02    4.690372e-03 
Reforming stiffness matrix: reformation #7

 7
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    4.751565e+00    0.000000e+00 
	   energy              1.172354e+00    3.715718e-04    1.172354e-02 
	   displacement        9.776428e+03    2.437117e+02    7.045205e-03 
Reforming stiffness matrix: reformation #8

 8
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    4.571057e-01    0.000000e+00 
	   energy              1.172354e+00    3.776770e-03    1.172354e-02 
	   displacement        9.776428e+03    7.513391e+01    8.561179e-03 
Reforming stiffness matrix: reformation #9

 9
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 9
	step from line search         = 0.536651
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    1.222922e+00    0.000000e+00 
	   energy              1.172354e+00    1.004883e-03    1.172354e-02 
	   displacement        9.776428e+03    8.301118e+01    1.031570e-02 
Reforming stiffness matrix: reformation #10

 10
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    4.928355e-01    0.000000e+00 
	   energy              1.172354e+00    1.307345e-03    1.172354e-02 
	   displacement        9.776428e+03    8.197105e+01    1.222499e-02 
Reforming stiffness matrix: reformation #11

 11
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    3.179401e-01    0.000000e+00 
	   energy              1.172354e+00    4.886606e-04    1.172354e-02 
	   displacement        9.776428e+03    6.208281e+01    1.401852e-02 
Reforming stiffness matrix: reformation #12

 12
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    4.051973e-02    0.000000e+00 
	   energy              1.172354e+00    2.546739e-04    1.172354e-02 
	   displacement        9.776428e+03    2.435568e+01    1.520580e-02 
Reforming stiffness matrix: reformation #13

 13
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 17
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    1.384898e-02    0.000000e+00 
	   energy              1.172354e+00    2.292116e-05    1.172354e-02 
	   displacement        9.776428e+03    1.353395e+01    1.612213e-02 
Reforming stiffness matrix: reformation #14

 14
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 18
	stiffness matrix reformations = 14
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    2.362979e-06    0.000000e+00 
	   energy              1.172354e+00    2.406753e-06    1.172354e-02 
	   displacement        9.776428e+03    2.764919e-01    1.625558e-02 
Reforming stiffness matrix: reformation #15

 15
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    2.590307e-06    0.000000e+00 
	   energy              1.172354e+00    1.638271e-07    1.172354e-02 
	   displacement        9.776428e+03    1.126046e-01    1.634095e-02 
Reforming stiffness matrix: reformation #16

 16
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.912925e+00    5.717863e-07    0.000000e+00 
	   energy              1.172354e+00    1.460608e-07    1.172354e-02 
	   displacement        9.776428e+03    1.389014e-02    1.631122e-02 

convergence summary
    number of iterations   : 16
    number of reformations : 16

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


Data Record #1
===========================================================================
Step = 13
Time = 1
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 13
Time = 1
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 13
Time = 1
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 1/4: 100%) tempModel.feb - FEBio 3.2.0  

 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 .................... : 13

	Total number of equilibrium iterations ............ : 250

	Average number of equilibrium iterations .......... : 19.2308

	Total number of right hand evaluations ............ : 328

	Total number of stiffness reformations ............ : 250


 L I N E A R   S O L V E R   S T A T S

	Total calls to linear solver ........ : 254

	Avg iterations per solve ............ : 1


===== beginning time step 1 : 1.04 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 0.08
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 10013
	Nr of nonzeroes in stiffness matrix ....... : 277827
 1
 Nonlinear solution status: time= 1.04
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650221e+05    2.383652e-03    0.000000e+00 
	   energy              3.954474e+01    2.697325e-03    3.954474e-01 
	   displacement        7.817614e+00    7.817614e+00    7.817614e-06 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.04
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650221e+05    3.084955e-06    0.000000e+00 
	   energy              3.954474e+01    6.200294e-07    3.954474e-01 
	   displacement        7.817614e+00    1.977225e-02    8.266001e-06 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.04
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650221e+05    5.930563e-08    0.000000e+00 
	   energy              3.954474e+01    1.626846e-08    3.954474e-01 
	   displacement        7.817614e+00    5.710344e-04    8.198825e-06 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.04
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650221e+05    1.860370e-09    0.000000e+00 
	   energy              3.954474e+01    4.652857e-10    3.954474e-01 
	   displacement        7.817614e+00    1.550323e-05    8.211826e-06 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 1.04
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650221e+05    5.794170e-11    0.000000e+00 
	   energy              3.954474e+01    1.353197e-11    3.954474e-01 
	   displacement        7.817614e+00    4.840579e-07    8.209539e-06 

convergence summary
    number of iterations   : 5
    number of reformations : 5

------- converged at time : 1.04


Data Record #1
===========================================================================
Step = 1
Time = 1.04
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 1
Time = 1.04
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 1
Time = 1.04
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 4%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.064


===== beginning time step 2 : 1.104 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 0.208
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.104
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.228896e+05    1.542497e-02    0.000000e+00 
	   energy              1.009968e+02    1.120613e-02    1.009968e+00 
	   displacement        1.989533e+01    1.989533e+01    1.989533e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.104
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.228896e+05    8.437036e-06    0.000000e+00 
	   energy              1.009968e+02    1.168140e-06    1.009968e+00 
	   displacement        1.989533e+01    4.781786e-02    2.098877e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.104
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.228896e+05    8.368905e-08    0.000000e+00 
	   energy              1.009968e+02    2.704225e-08    1.009968e+00 
	   displacement        1.989533e+01    8.482596e-04    2.087092e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.104
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.228896e+05    2.855099e-09    0.000000e+00 
	   energy              1.009968e+02    7.452581e-10    1.009968e+00 
	   displacement        1.989533e+01    2.505002e-05    2.089662e-05 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 1.104
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.228896e+05    8.985176e-11    0.000000e+00 
	   energy              1.009968e+02    2.140924e-11    1.009968e+00 
	   displacement        1.989533e+01    7.647479e-07    2.089209e-05 

convergence summary
    number of iterations   : 5
    number of reformations : 5

------- converged at time : 1.104


Data Record #1
===========================================================================
Step = 2
Time = 1.104
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 2
Time = 1.104
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 2
Time = 1.104
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 10%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.0832


===== beginning time step 3 : 1.1872 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 0.3744
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.1872
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.158409e+05    4.351970e-02    0.000000e+00 
	   energy              1.700354e+02    2.449758e-02    1.700354e+00 
	   displacement        3.350601e+01    3.350601e+01    3.350601e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.1872
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.158409e+05    1.450183e-05    0.000000e+00 
	   energy              1.700354e+02    1.214395e-06    1.700354e+00 
	   displacement        3.350601e+01    7.390587e-02    3.525170e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.1872
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.158409e+05    5.547077e-08    0.000000e+00 
	   energy              1.700354e+02    2.541938e-08    1.700354e+00 
	   displacement        3.350601e+01    6.473771e-04    3.514914e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.1872
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.158409e+05    2.254855e-09    0.000000e+00 
	   energy              1.700354e+02    6.448566e-10    1.700354e+00 
	   displacement        3.350601e+01    2.181180e-05    3.517895e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.1872


Data Record #1
===========================================================================
Step = 3
Time = 1.1872
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 3
Time = 1.1872
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 3
Time = 1.1872
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 19%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.09856


===== beginning time step 4 : 1.28576 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 0.57152
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.28576
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.006596e+06    8.512041e-02    0.000000e+00 
	   energy              2.374293e+02    4.051999e-02    2.374293e+00 
	   displacement        4.680094e+01    4.680094e+01    4.680094e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.28576
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.006596e+06    2.036348e-05    0.000000e+00 
	   energy              2.374293e+02    7.941826e-07    2.374293e+00 
	   displacement        4.680094e+01    9.531021e-02    4.912449e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.28576
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.006596e+06    1.707899e-08    0.000000e+00 
	   energy              2.374293e+02    1.843421e-08    2.374293e+00 
	   displacement        4.680094e+01    3.351708e-04    4.910330e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.28576
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.006596e+06    1.072784e-09    0.000000e+00 
	   energy              2.374293e+02    3.840406e-10    2.374293e+00 
	   displacement        4.680094e+01    1.280230e-05    4.912784e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.28576


Data Record #1
===========================================================================
Step = 4
Time = 1.28576
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 4
Time = 1.28576
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 4
Time = 1.28576
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 29%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.110848


===== beginning time step 5 : 1.39661 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 0.793216
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.39661
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.276186e+06    1.352351e-01    0.000000e+00 
	   energy              2.985490e+02    5.724949e-02    2.985490e+00 
	   displacement        5.888809e+01    5.888809e+01    5.888809e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.39661
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.276186e+06    2.552389e-05    0.000000e+00 
	   energy              2.985490e+02    8.628850e-08    2.985490e+00 
	   displacement        5.888809e+01    1.116626e-01    6.169343e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.39661
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.276186e+06    1.679806e-09    0.000000e+00 
	   energy              2.985490e+02    1.286684e-08    2.985490e+00 
	   displacement        5.888809e+01    2.164856e-04    6.179766e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.39661
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.276186e+06    2.148955e-10    0.000000e+00 
	   energy              2.985490e+02    1.710713e-10    2.985490e+00 
	   displacement        5.888809e+01    4.911587e-06    6.181019e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.39661


Data Record #1
===========================================================================
Step = 5
Time = 1.396608
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 5
Time = 1.396608
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 5
Time = 1.396608
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 40%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.120678


===== beginning time step 6 : 1.51729 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 1.03457
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.51729
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516325e+06    1.886806e-01    0.000000e+00 
	   energy              3.514856e+02    7.331109e-02    3.514856e+00 
	   displacement        6.938785e+01    6.938785e+01    6.938785e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.51729
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516325e+06    2.989146e-05    0.000000e+00 
	   energy              3.514856e+02    7.427626e-07    3.514856e+00 
	   displacement        6.938785e+01    1.238455e-01    7.258473e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.51729
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516325e+06    1.888319e-08    0.000000e+00 
	   energy              3.514856e+02    1.155789e-08    3.514856e+00 
	   displacement        6.938785e+01    3.883186e-04    7.283496e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.51729
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516325e+06    2.753058e-11    0.000000e+00 
	   energy              3.514856e+02    9.241807e-11    3.514856e+00 
	   displacement        6.938785e+01    1.192745e-06    7.283187e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.51729


Data Record #1
===========================================================================
Step = 6
Time = 1.5172864
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 6
Time = 1.5172864
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 6
Time = 1.5172864
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 52%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.128543


===== beginning time step 7 : 1.64583 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 1.29166
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.64583
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.724775e+06    2.412205e-01    0.000000e+00 
	   energy              3.958702e+02    8.787178e-02    3.958702e+00 
	   displacement        7.822910e+01    7.822910e+01    7.822910e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.64583
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.724775e+06    3.350643e-05    0.000000e+00 
	   energy              3.958702e+02    1.579474e-06    3.958702e+00 
	   displacement        7.822910e+01    1.328065e-01    8.174088e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.64583
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.724775e+06    6.380236e-08    0.000000e+00 
	   energy              3.958702e+02    1.448000e-08    3.958702e+00 
	   displacement        7.822910e+01    8.103078e-04    8.213969e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.64583
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.724775e+06    4.711702e-10    0.000000e+00 
	   energy              3.958702e+02    1.471082e-10    3.958702e+00 
	   displacement        7.822910e+01    1.842372e-06    8.211983e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.64583


Data Record #1
===========================================================================
Step = 7
Time = 1.64582912
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 7
Time = 1.64582912
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 7
Time = 1.64582912
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 65%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.134834


===== beginning time step 8 : 1.78066 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 1.56133
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.78066
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902562e+06    2.900016e-01    0.000000e+00 
	   energy              4.321504e+02    1.005351e-01    4.321504e+00 
	   displacement        8.550060e+01    8.550060e+01    8.550060e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.78066
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902562e+06    3.645692e-05    0.000000e+00 
	   energy              4.321504e+02    2.359464e-06    4.321504e+00 
	   displacement        8.550060e+01    1.393574e-01    8.926513e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.78066
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902562e+06    1.264257e-07    0.000000e+00 
	   energy              4.321504e+02    2.038539e-08    4.321504e+00 
	   displacement        8.550060e+01    1.391269e-03    8.980364e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.78066
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902562e+06    1.350676e-09    0.000000e+00 
	   energy              4.321504e+02    2.971589e-10    4.321504e+00 
	   displacement        8.550060e+01    5.779685e-06    8.976748e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.78066


Data Record #1
===========================================================================
Step = 8
Time = 1.7806633
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 8
Time = 1.7806633
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 8
Time = 1.7806633
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 78%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.139867


===== beginning time step 9 : 1.92053 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 1.84106
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 1.92053
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.052317e+06    3.334301e-01    0.000000e+00 
	   energy              4.611584e+02    1.112001e-01    4.611584e+00 
	   displacement        9.136608e+01    9.136608e+01    9.136608e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 1.92053
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.052317e+06    3.883819e-05    0.000000e+00 
	   energy              4.611584e+02    3.052593e-06    4.611584e+00 
	   displacement        9.136608e+01    1.441260e-01    9.533390e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 1.92053
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.052317e+06    1.968664e-07    0.000000e+00 
	   energy              4.611584e+02    2.784741e-08    4.611584e+00 
	   displacement        9.136608e+01    2.040913e-03    9.599711e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 1.92053
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.052317e+06    2.456011e-09    0.000000e+00 
	   energy              4.611584e+02    4.992304e-10    4.611584e+00 
	   displacement        9.136608e+01    1.166973e-05    9.594607e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 1.92053


Data Record #1
===========================================================================
Step = 9
Time = 1.92053064
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 9
Time = 1.92053064
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 9
Time = 1.92053064
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 92%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.143894

MUST POINT CONTROLLER: adjusting time step. dt = 0.0794694


===== beginning time step 10 : 2 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -0
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 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            6.641035e+05    3.477714e-02    0.000000e+00 
	   energy              1.475826e+02    2.019942e-02    1.475826e+00 
	   displacement        2.928770e+01    2.928770e+01    2.928770e-05 
Reforming stiffness matrix: reformation #2

 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            6.641035e+05    1.255610e-05    0.000000e+00 
	   energy              1.475826e+02    9.957315e-07    1.475826e+00 
	   displacement        2.928770e+01    6.570871e-02    3.089985e-05 
Reforming stiffness matrix: reformation #3

 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            6.641035e+05    5.543679e-08    0.000000e+00 
	   energy              1.475826e+02    2.045577e-08    1.475826e+00 
	   displacement        2.928770e+01    5.620318e-04    3.079052e-05 
Reforming stiffness matrix: reformation #4

 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            6.641035e+05    2.023682e-09    0.000000e+00 
	   energy              1.475826e+02    5.151612e-10    1.475826e+00 
	   displacement        2.928770e+01    1.875942e-05    3.081805e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2


Data Record #1
===========================================================================
Step = 10
Time = 2
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 10
Time = 2
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 10
Time = 2
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 2/4: 100%) tempModel.feb - FEBio 3.2.0  

 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 .................... : 10

	Total number of equilibrium iterations ............ : 42

	Average number of equilibrium iterations .......... : 4.2

	Total number of right hand evaluations ............ : 52

	Total number of stiffness reformations ............ : 42


 L I N E A R   S O L V E R   S T A T S

	Total calls to linear solver ........ : 42

	Avg iterations per solve ............ : 1


===== beginning time step 1 : 2.04 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -0.08
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 10013
	Nr of nonzeroes in stiffness matrix ....... : 277827
 1
 Nonlinear solution status: time= 2.04
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684605e+05    2.319094e-03    0.000000e+00 
	   energy              3.720447e+01    2.515286e-03    3.720447e-01 
	   displacement        7.391237e+00    7.391237e+00    7.391237e-06 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.04
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684605e+05    2.788612e-06    0.000000e+00 
	   energy              3.720447e+01    4.860362e-07    3.720447e-01 
	   displacement        7.391237e+00    1.932350e-02    7.853448e-06 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.04
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684605e+05    5.099893e-08    0.000000e+00 
	   energy              3.720447e+01    1.258767e-08    3.720447e-01 
	   displacement        7.391237e+00    4.617729e-04    7.790113e-06 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.04
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684605e+05    1.495991e-09    0.000000e+00 
	   energy              3.720447e+01    3.462545e-10    3.720447e-01 
	   displacement        7.391237e+00    1.230468e-05    7.801950e-06 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 2.04
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684605e+05    4.393173e-11    0.000000e+00 
	   energy              3.720447e+01    9.643643e-12    3.720447e-01 
	   displacement        7.391237e+00    3.620968e-07    7.799931e-06 

convergence summary
    number of iterations   : 5
    number of reformations : 5

------- converged at time : 2.04


Data Record #1
===========================================================================
Step = 1
Time = 2.04
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 1
Time = 2.04
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 1
Time = 2.04
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 4%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.064


===== beginning time step 2 : 2.104 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -0.208
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.104
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.309918e+05    1.468558e-02    0.000000e+00 
	   energy              9.548254e+01    1.037115e-02    9.548254e-01 
	   displacement        1.895478e+01    1.895478e+01    1.895478e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.104
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.309918e+05    7.204117e-06    0.000000e+00 
	   energy              9.548254e+01    8.183350e-07    9.548254e-01 
	   displacement        1.895478e+01    4.639651e-02    2.010527e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.104
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.309918e+05    7.139130e-08    0.000000e+00 
	   energy              9.548254e+01    2.002383e-08    9.548254e-01 
	   displacement        1.895478e+01    6.657282e-04    1.999430e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.104
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.309918e+05    2.248674e-09    0.000000e+00 
	   energy              9.548254e+01    5.406592e-10    9.548254e-01 
	   displacement        1.895478e+01    1.923188e-05    2.001757e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.104


Data Record #1
===========================================================================
Step = 2
Time = 2.104
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 2
Time = 2.104
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 2
Time = 2.104
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 10%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.0832


===== beginning time step 3 : 2.1872 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -0.3744
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.1872
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.276286e+05    4.167580e-02    0.000000e+00 
	   energy              1.620122e+02    2.291744e-02    1.620122e+00 
	   displacement        3.213229e+01    3.213229e+01    3.213229e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.1872
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.276286e+05    1.208736e-05    0.000000e+00 
	   energy              1.620122e+02    6.825786e-07    1.620122e+00 
	   displacement        3.213229e+01    7.307097e-02    3.401391e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.1872
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.276286e+05    4.766464e-08    0.000000e+00 
	   energy              1.620122e+02    1.798158e-08    1.620122e+00 
	   displacement        3.213229e+01    4.968223e-04    3.391704e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.1872
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.276286e+05    1.765954e-09    0.000000e+00 
	   energy              1.620122e+02    4.610760e-10    1.620122e+00 
	   displacement        3.213229e+01    1.636785e-05    3.394398e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.1872


Data Record #1
===========================================================================
Step = 3
Time = 2.1872
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 3
Time = 2.1872
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 3
Time = 2.1872
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 19%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.09856


===== beginning time step 4 : 2.28576 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -0.57152
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.28576
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019663e+06    8.200603e-02    0.000000e+00 
	   energy              2.285349e+02    3.830954e-02    2.285349e+00 
	   displacement        4.528559e+01    4.528559e+01    4.528559e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.28576
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019663e+06    1.663142e-05    0.000000e+00 
	   energy              2.285349e+02    1.201683e-07    2.285349e+00 
	   displacement        4.528559e+01    9.586153e-02    4.784305e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.28576
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019663e+06    1.448015e-08    0.000000e+00 
	   energy              2.285349e+02    1.202240e-08    2.285349e+00 
	   displacement        4.528559e+01    2.519512e-04    4.782373e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.28576
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.019663e+06    8.167341e-10    0.000000e+00 
	   energy              2.285349e+02    2.642419e-10    2.285349e+00 
	   displacement        4.528559e+01    9.124837e-06    4.784569e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.28576


Data Record #1
===========================================================================
Step = 4
Time = 2.28576
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 4
Time = 2.28576
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 4
Time = 2.28576
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 29%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.110848


===== beginning time step 5 : 2.39661 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -0.793216
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.39661
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287507e+06    1.314768e-01    0.000000e+00 
	   energy              2.908431e+02    5.484628e-02    2.908431e+00 
	   displacement        5.757554e+01    5.757554e+01    5.757554e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.39661
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287507e+06    2.054948e-05    0.000000e+00 
	   energy              2.908431e+02    7.027944e-07    2.908431e+00 
	   displacement        5.757554e+01    1.143012e-01    6.071940e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.39661
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287507e+06    1.400979e-09    0.000000e+00 
	   energy              2.908431e+02    7.731719e-09    2.908431e+00 
	   displacement        5.757554e+01    1.844227e-04    6.082244e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.39661
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287507e+06    1.370191e-10    0.000000e+00 
	   energy              2.908431e+02    1.085982e-10    2.908431e+00 
	   displacement        5.757554e+01    3.013480e-06    6.083300e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.39661


Data Record #1
===========================================================================
Step = 5
Time = 2.396608
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 5
Time = 2.396608
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 5
Time = 2.396608
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 40%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.120678


===== beginning time step 6 : 2.51729 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -1.03457
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.51729
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.522800e+06    1.853806e-01    0.000000e+00 
	   energy              3.470778e+02    7.127533e-02    3.470778e+00 
	   displacement        6.863729e+01    6.863729e+01    6.863729e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.51729
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.522800e+06    2.382309e-05    0.000000e+00 
	   energy              3.470778e+02    1.632622e-06    3.470778e+00 
	   displacement        6.863729e+01    1.289131e-01    7.227339e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.51729
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.522800e+06    1.895230e-08    0.000000e+00 
	   energy              3.470778e+02    7.609781e-09    3.470778e+00 
	   displacement        6.863729e+01    3.812354e-04    7.252252e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.51729
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.522800e+06    4.418011e-11    0.000000e+00 
	   energy              3.470778e+02    6.672989e-11    3.470778e+00 
	   displacement        6.863729e+01    5.690673e-07    7.251801e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.51729


Data Record #1
===========================================================================
Step = 6
Time = 2.5172864
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 6
Time = 2.5172864
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 6
Time = 2.5172864
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 52%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.128543


===== beginning time step 7 : 2.64583 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -1.29166
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.64583
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.723547e+06    2.397874e-01    0.000000e+00 
	   energy              3.967063e+02    8.680877e-02    3.967063e+00 
	   displacement        7.837187e+01    7.837187e+01    7.837187e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.64583
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.723547e+06    2.653538e-05    0.000000e+00 
	   energy              3.967063e+02    2.563714e-06    3.967063e+00 
	   displacement        7.837187e+01    1.404499e-01    8.241360e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.64583
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.723547e+06    6.479842e-08    0.000000e+00 
	   energy              3.967063e+02    1.178792e-08    3.967063e+00 
	   displacement        7.837187e+01    8.143724e-04    8.281584e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.64583
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.723547e+06    5.398173e-10    0.000000e+00 
	   energy              3.967063e+02    1.444066e-10    3.967063e+00 
	   displacement        7.837187e+01    2.023856e-06    8.279481e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.64583


Data Record #1
===========================================================================
Step = 7
Time = 2.64582912
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 7
Time = 2.64582912
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 7
Time = 2.64582912
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 65%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.134834


===== beginning time step 8 : 2.78066 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -1.56133
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.78066
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.891161e+06    2.919335e-01    0.000000e+00 
	   energy              4.399114e+02    1.010249e-01    4.399114e+00 
	   displacement        8.682323e+01    8.682323e+01    8.682323e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.78066
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.891161e+06    2.878685e-05    0.000000e+00 
	   energy              4.399114e+02    3.434979e-06    4.399114e+00 
	   displacement        8.682323e+01    1.496081e-01    9.119556e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.78066
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.891161e+06    1.313536e-07    0.000000e+00 
	   energy              4.399114e+02    1.929537e-08    4.399114e+00 
	   displacement        8.682323e+01    1.409804e-03    9.174683e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.78066
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.891161e+06    1.482799e-09    0.000000e+00 
	   energy              4.399114e+02    3.158137e-10    4.399114e+00 
	   displacement        8.682323e+01    6.524323e-06    9.170936e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.78066


Data Record #1
===========================================================================
Step = 8
Time = 2.7806633
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 8
Time = 2.7806633
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 8
Time = 2.7806633
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 78%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.139867


===== beginning time step 9 : 2.92053 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -1.84106
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 2.92053
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.028705e+06    3.401548e-01    0.000000e+00 
	   energy              4.772304e+02    1.137576e-01    4.772304e+00 
	   displacement        9.410557e+01    9.410557e+01    9.410557e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 2.92053
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.028705e+06    3.066670e-05    0.000000e+00 
	   energy              4.772304e+02    4.216928e-06    4.772304e+00 
	   displacement        9.410557e+01    1.569550e-01    9.874544e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 2.92053
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.028705e+06    2.103262e-07    0.000000e+00 
	   energy              4.772304e+02    2.890969e-08    4.772304e+00 
	   displacement        9.410557e+01    2.090353e-03    9.943530e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 2.92053
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.028705e+06    2.702091e-09    0.000000e+00 
	   energy              4.772304e+02    5.473506e-10    4.772304e+00 
	   displacement        9.410557e+01    1.295100e-05    9.938239e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 2.92053


Data Record #1
===========================================================================
Step = 9
Time = 2.92053064
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 9
Time = 2.92053064
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 9
Time = 2.92053064
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 92%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.143894

MUST POINT CONTROLLER: adjusting time step. dt = 0.0794694


===== beginning time step 10 : 3 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -0

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.526824e+05    3.613772e-02    0.000000e+00 
	   energy              1.553560e+02    2.105407e-02    1.553560e+00 
	   displacement        3.061337e+01    3.061337e+01    3.061337e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.526824e+05    1.151543e-05    0.000000e+00 
	   energy              1.553560e+02    9.603184e-07    1.553560e+00 
	   displacement        3.061337e+01    7.066726e-02    3.235432e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.526824e+05    6.363784e-08    0.000000e+00 
	   energy              1.553560e+02    2.459974e-08    1.553560e+00 
	   displacement        3.061337e+01    7.029077e-04    3.224625e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.526824e+05    2.371082e-09    0.000000e+00 
	   energy              1.553560e+02    6.625030e-10    1.553560e+00 
	   displacement        3.061337e+01    2.180164e-05    3.227541e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3


Data Record #1
===========================================================================
Step = 10
Time = 3
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 10
Time = 3
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 10
Time = 3
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 3/4: 100%) tempModel.feb - FEBio 3.2.0  

 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 .................... : 10

	Total number of equilibrium iterations ............ : 41

	Average number of equilibrium iterations .......... : 4.1

	Total number of right hand evaluations ............ : 51

	Total number of stiffness reformations ............ : 41


 L I N E A R   S O L V E R   S T A T S

	Total calls to linear solver ........ : 41

	Avg iterations per solve ............ : 1


===== beginning time step 1 : 3.04 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -0.08

Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 10013
	Nr of nonzeroes in stiffness matrix ....... : 277827
 1
 Nonlinear solution status: time= 3.04
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650206e+05    2.446402e-03    0.000000e+00 
	   energy              3.954559e+01    2.696328e-03    3.954559e-01 
	   displacement        7.786018e+00    7.786018e+00    7.786018e-06 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.04
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650206e+05    2.967249e-06    0.000000e+00 
	   energy              3.954559e+01    5.931839e-07    3.954559e-01 
	   displacement        7.786018e+00    2.057694e-02    8.253753e-06 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.04
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650206e+05    6.062206e-08    0.000000e+00 
	   energy              3.954559e+01    1.621501e-08    3.954559e-01 
	   displacement        7.786018e+00    5.753941e-04    8.187024e-06 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.04
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650206e+05    1.892024e-09    0.000000e+00 
	   energy              3.954559e+01    4.702264e-10    3.954559e-01 
	   displacement        7.786018e+00    1.547367e-05    8.199980e-06 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 3.04
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.650206e+05    1.414870e-10    0.000000e+00 
	   energy              3.954559e+01    2.016441e-11    3.954559e-01 
	   displacement        7.786018e+00    5.117189e-07    8.197700e-06 

convergence summary
    number of iterations   : 5
    number of reformations : 5

------- converged at time : 3.04


Data Record #1
===========================================================================
Step = 1
Time = 3.04
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 1
Time = 3.04
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 1
Time = 3.04
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 4%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.064


===== beginning time step 2 : 3.104 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -0.208

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.104
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.220080e+05    1.544526e-02    0.000000e+00 
	   energy              1.014770e+02    1.108500e-02    1.014770e+00 
	   displacement        1.998278e+01    1.998278e+01    1.998278e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.104
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.220080e+05    7.610130e-06    0.000000e+00 
	   energy              1.014770e+02    1.028911e-06    1.014770e+00 
	   displacement        1.998278e+01    4.909452e-02    2.114456e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.104
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.220080e+05    8.550960e-08    0.000000e+00 
	   energy              1.014770e+02    2.642920e-08    1.014770e+00 
	   displacement        1.998278e+01    8.521508e-04    2.102881e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.104
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.220080e+05    5.039956e-09    0.000000e+00 
	   energy              1.014770e+02    9.189084e-10    1.014770e+00 
	   displacement        1.998278e+01    2.505073e-05    2.105432e-05 
Reforming stiffness matrix: reformation #5

 5
 Nonlinear solution status: time= 3.104
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 5
	step from line search         = 0.559367
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.220080e+05    1.165562e-09    0.000000e+00 
	   energy              1.014770e+02    8.829884e-11    1.014770e+00 
	   displacement        1.998278e+01    9.146967e-07    2.105179e-05 

convergence summary
    number of iterations   : 5
    number of reformations : 5

------- converged at time : 3.104


Data Record #1
===========================================================================
Step = 2
Time = 3.104
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 2
Time = 3.104
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 2
Time = 3.104
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 10%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.0832


===== beginning time step 3 : 3.1872 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -0.3744

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.1872
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.119677e+05    4.383026e-02    0.000000e+00 
	   energy              1.721453e+02    2.448439e-02    1.721453e+00 
	   displacement        3.388744e+01    3.388744e+01    3.388744e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.1872
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.119677e+05    1.270969e-05    0.000000e+00 
	   energy              1.721453e+02    9.471866e-07    1.721453e+00 
	   displacement        3.388744e+01    7.707032e-02    3.578427e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.1872
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.119677e+05    5.911142e-08    0.000000e+00 
	   energy              1.721453e+02    2.514418e-08    1.721453e+00 
	   displacement        3.388744e+01    6.811226e-04    3.568570e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.1872
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.119677e+05    8.437335e-09    0.000000e+00 
	   energy              1.721453e+02    1.148908e-09    1.721453e+00 
	   displacement        3.388744e+01    2.314133e-05    3.571541e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.1872


Data Record #1
===========================================================================
Step = 3
Time = 3.1872
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 3
Time = 3.1872
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 3
Time = 3.1872
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 19%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.09856


===== beginning time step 4 : 3.28576 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -0.57152

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.28576
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.968134e+05    8.634848e-02    0.000000e+00 
	   energy              2.427582e+02    4.094891e-02    2.427582e+00 
	   displacement        4.777153e+01    4.777153e+01    4.777153e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.28576
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.968134e+05    1.746099e-05    0.000000e+00 
	   energy              2.427582e+02    3.887125e-07    2.427582e+00 
	   displacement        4.777153e+01    1.009229e-01    5.034572e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.28576
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.968134e+05    2.076159e-08    0.000000e+00 
	   energy              2.427582e+02    1.874684e-08    2.427582e+00 
	   displacement        4.777153e+01    3.973788e-04    5.033196e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.28576
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.968134e+05    9.459555e-09    0.000000e+00 
	   energy              2.427582e+02    1.074090e-09    2.427582e+00 
	   displacement        4.777153e+01    1.508765e-05    5.035660e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.28576


Data Record #1
===========================================================================
Step = 4
Time = 3.28576
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 4
Time = 3.28576
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 4
Time = 3.28576
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 29%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.110848


===== beginning time step 5 : 3.39661 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -0.793216

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.39661
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.257297e+06    1.385129e-01    0.000000e+00 
	   energy              3.088387e+02    5.862366e-02    3.088387e+00 
	   displacement        6.076251e+01    6.076251e+01    6.076251e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.39661
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.257297e+06    2.149734e-05    0.000000e+00 
	   energy              3.088387e+02    4.607204e-07    3.088387e+00 
	   displacement        6.076251e+01    1.201114e-01    6.392202e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.39661
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.257297e+06    2.546962e-09    0.000000e+00 
	   energy              3.088387e+02    1.371453e-08    3.088387e+00 
	   displacement        6.076251e+01    2.949147e-04    6.404035e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.39661
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.257297e+06    5.094526e-10    0.000000e+00 
	   energy              3.088387e+02    2.335838e-10    3.088387e+00 
	   displacement        6.076251e+01    5.137969e-06    6.405307e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.39661


Data Record #1
===========================================================================
Step = 5
Time = 3.396608
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 5
Time = 3.396608
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 5
Time = 3.396608
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 40%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.120678


===== beginning time step 6 : 3.51729 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -1.03457

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.51729
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.485253e+06    1.954073e-01    0.000000e+00 
	   energy              3.684118e+02    7.618323e-02    3.684118e+00 
	   displacement        7.247224e+01    7.247224e+01    7.247224e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.51729
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.485253e+06    2.480156e-05    0.000000e+00 
	   energy              3.684118e+02    1.430009e-06    3.684118e+00 
	   displacement        7.247224e+01    1.352832e-01    7.612124e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.51729
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.485253e+06    2.157880e-08    0.000000e+00 
	   energy              3.684118e+02    1.348188e-08    3.684118e+00 
	   displacement        7.247224e+01    4.788893e-04    7.639646e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.51729
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.485253e+06    8.556930e-11    0.000000e+00 
	   energy              3.684118e+02    1.354412e-10    3.684118e+00 
	   displacement        7.247224e+01    1.308015e-06    7.639335e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.51729


Data Record #1
===========================================================================
Step = 6
Time = 3.5172864
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 6
Time = 3.5172864
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 6
Time = 3.5172864
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 52%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.128543


===== beginning time step 7 : 3.64583 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -1.29166

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.64583
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.678796e+06    2.529207e-01    0.000000e+00 
	   energy              4.209160e+02    9.278659e-02    4.209160e+00 
	   displacement        8.279556e+01    8.279556e+01    8.279556e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.64583
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.678796e+06    2.759190e-05    0.000000e+00 
	   energy              4.209160e+02    2.403345e-06    4.209160e+00 
	   displacement        8.279556e+01    1.472618e-01    8.684623e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.64583
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.678796e+06    7.295917e-08    0.000000e+00 
	   energy              4.209160e+02    1.811759e-08    4.209160e+00 
	   displacement        8.279556e+01    9.228324e-04    8.728551e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.64583
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.678796e+06    5.413758e-10    0.000000e+00 
	   energy              4.209160e+02    1.928307e-10    4.209160e+00 
	   displacement        8.279556e+01    1.887859e-06    8.726503e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.64583


Data Record #1
===========================================================================
Step = 7
Time = 3.64582912
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 7
Time = 3.64582912
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 7
Time = 3.64582912
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 65%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.134834


===== beginning time step 8 : 3.78066 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -1.56133

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.78066
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.839405e+06    3.081387e-01    0.000000e+00 
	   energy              4.665520e+02    1.079833e-01    4.665520e+00 
	   displacement        9.177752e+01    9.177752e+01    9.177752e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.78066
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.839405e+06    2.992564e-05    0.000000e+00 
	   energy              4.665520e+02    3.313188e-06    4.665520e+00 
	   displacement        9.177752e+01    1.567894e-01    9.615400e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.78066
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.839405e+06    1.480032e-07    0.000000e+00 
	   energy              4.665520e+02    2.656062e-08    4.665520e+00 
	   displacement        9.177752e+01    1.547433e-03    9.675279e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.78066
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.839405e+06    1.546226e-09    0.000000e+00 
	   energy              4.665520e+02    3.643795e-10    4.665520e+00 
	   displacement        9.177752e+01    5.919582e-06    9.671506e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.78066


Data Record #1
===========================================================================
Step = 8
Time = 3.7806633
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 8
Time = 3.7806633
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 8
Time = 3.7806633
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 78%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.139867


===== beginning time step 9 : 3.92053 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -1.84106

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 3.92053
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.970176e+06    3.593054e-01    0.000000e+00 
	   energy              5.058979e+02    1.215960e-01    5.058979e+00 
	   displacement        9.953709e+01    9.953709e+01    9.953709e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 3.92053
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.970176e+06    3.189473e-05    0.000000e+00 
	   energy              5.058979e+02    4.127050e-06    5.058979e+00 
	   displacement        9.953709e+01    1.644644e-01    1.041757e-04 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 3.92053
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.970176e+06    2.373076e-07    0.000000e+00 
	   energy              5.058979e+02    3.744461e-08    5.058979e+00 
	   displacement        9.953709e+01    2.268867e-03    1.049228e-04 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 3.92053
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.970176e+06    2.919844e-09    0.000000e+00 
	   energy              5.058979e+02    6.126135e-10    5.058979e+00 
	   displacement        9.953709e+01    1.217142e-05    1.048689e-04 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 3.92053


Data Record #1
===========================================================================
Step = 9
Time = 3.92053064
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 9
Time = 3.92053064
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 9
Time = 3.92053064
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 92%) tempModel.feb - FEBio 3.2.0  
AUTO STEPPER: increasing time step, dt = 0.143894

MUST POINT CONTROLLER: adjusting time step. dt = 0.0794694


===== beginning time step 10 : 4 =====

Setting parameter "pressure" to : 1
Setting parameter "pressure" to : 1
Setting parameter "value" to : 2
Setting parameter "value" to : -2
Setting parameter "value" to : -2

Reforming stiffness matrix: reformation #1

 1
 Nonlinear solution status: time= 4
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.328395e+05    3.819623e-02    0.000000e+00 
	   energy              1.646099e+02    2.251018e-02    1.646099e+00 
	   displacement        3.240127e+01    3.240127e+01    3.240127e-05 
Reforming stiffness matrix: reformation #2

 2
 Nonlinear solution status: time= 4
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.328395e+05    1.220027e-05    0.000000e+00 
	   energy              1.646099e+02    1.302766e-06    1.646099e+00 
	   displacement        3.240127e+01    7.509938e-02    3.415082e-05 
Reforming stiffness matrix: reformation #3

 3
 Nonlinear solution status: time= 4
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.328395e+05    7.849413e-08    0.000000e+00 
	   energy              1.646099e+02    3.480584e-08    1.646099e+00 
	   displacement        3.240127e+01    9.644009e-04    3.404133e-05 
Reforming stiffness matrix: reformation #4

 4
 Nonlinear solution status: time= 4
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.328395e+05    4.057502e-09    0.000000e+00 
	   energy              1.646099e+02    1.061991e-09    1.646099e+00 
	   displacement        3.240127e+01    2.956982e-05    3.407365e-05 

convergence summary
    number of iterations   : 4
    number of reformations : 4

------- converged at time : 4


Data Record #1
===========================================================================
Step = 10
Time = 4
Data = ux;uy;uz
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_disp_out.txt

Data Record #2
===========================================================================
Step = 10
Time = 4
Data = s1
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_stress_out.txt

Data Record #3
===========================================================================
Step = 10
Time = 4
Data = Fx
File = /mnt/data/MATLAB/GIBBON/data/temp/tempModel_force_out.txt
 ]0;(step 4/4: 100%) tempModel.feb - FEBio 3.2.0  

 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 .................... : 10

	Total number of equilibrium iterations ............ : 42

	Average number of equilibrium iterations .......... : 4.2

	Total number of right hand evaluations ............ : 53

	Total number of stiffness reformations ............ : 42


 L I N E A R   S O L V E R   S T A T S

	Total calls to linear solver ........ : 42

	Avg iterations per solve ............ : 1



 N O N L I N E A R   I T E R A T I O N   S U M M A R Y

	Number of time steps completed .................... : 43

	Total number of equilibrium iterations ............ : 375

	Total number of right hand evaluations ............ : 484

	Total number of stiffness reformations ............ : 375

	Time in linear solver: 0:00:26

 ]0;(step 4/4: 100%) tempModel.feb - FEBio 3.2.0  
 Elapsed time : 0:00:37


 N O R M A L   T E R M I N A T I O N

 * Log file found.                                     23-Apr-2021 19:44:04
# Parsing log file...                                  23-Apr-2021 19:44:04
    number of iterations   : 10                        23-Apr-2021 19:44:05
    number of reformations : 10                        23-Apr-2021 19:44:05
------- converged at time : 0.04                       23-Apr-2021 19:44:05
    number of iterations   : 28                        23-Apr-2021 19:44:05
    number of reformations : 28                        23-Apr-2021 19:44:05
------- converged at time : 0.104                      23-Apr-2021 19:44:05
    number of iterations   : 28                        23-Apr-2021 19:44:05
    number of reformations : 28                        23-Apr-2021 19:44:05
------- converged at time : 0.164496                   23-Apr-2021 19:44:05
    number of iterations   : 27                        23-Apr-2021 19:44:05
    number of reformations : 27                        23-Apr-2021 19:44:05
------- converged at time : 0.221682                   23-Apr-2021 19:44:05
    number of iterations   : 30                        23-Apr-2021 19:44:05
    number of reformations : 30                        23-Apr-2021 19:44:05
------- converged at time : 0.276724                   23-Apr-2021 19:44:05
    number of iterations   : 8                         23-Apr-2021 19:44:05
    number of reformations : 8                         23-Apr-2021 19:44:05
------- converged at time : 0.310245                   23-Apr-2021 19:44:05
    number of iterations   : 14                        23-Apr-2021 19:44:05
    number of reformations : 14                        23-Apr-2021 19:44:05
------- converged at time : 0.369062                   23-Apr-2021 19:44:05
    number of iterations   : 16                        23-Apr-2021 19:44:05
    number of reformations : 16                        23-Apr-2021 19:44:05
------- converged at time : 0.448115                   23-Apr-2021 19:44:05
    number of iterations   : 17                        23-Apr-2021 19:44:05
    number of reformations : 17                        23-Apr-2021 19:44:05
------- converged at time : 0.543357                   23-Apr-2021 19:44:05
    number of iterations   : 18                        23-Apr-2021 19:44:05
    number of reformations : 18                        23-Apr-2021 19:44:05
------- converged at time : 0.651552                   23-Apr-2021 19:44:05
    number of iterations   : 19                        23-Apr-2021 19:44:05
    number of reformations : 19                        23-Apr-2021 19:44:05
------- converged at time : 0.768994                   23-Apr-2021 19:44:05
    number of iterations   : 19                        23-Apr-2021 19:44:05
    number of reformations : 19                        23-Apr-2021 19:44:05
------- converged at time : 0.892695                   23-Apr-2021 19:44:05
    number of iterations   : 16                        23-Apr-2021 19:44:05
    number of reformations : 16                        23-Apr-2021 19:44:05
------- converged at time : 1                          23-Apr-2021 19:44:05
    number of iterations   : 5                         23-Apr-2021 19:44:05
    number of reformations : 5                         23-Apr-2021 19:44:05
------- converged at time : 1.04                       23-Apr-2021 19:44:05
    number of iterations   : 5                         23-Apr-2021 19:44:05
    number of reformations : 5                         23-Apr-2021 19:44:05
------- converged at time : 1.104                      23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.1872                     23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.28576                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.39661                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.51729                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.64583                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.78066                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 1.92053                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2                          23-Apr-2021 19:44:05
    number of iterations   : 5                         23-Apr-2021 19:44:05
    number of reformations : 5                         23-Apr-2021 19:44:05
------- converged at time : 2.04                       23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.104                      23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.1872                     23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.28576                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.39661                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.51729                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.64583                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.78066                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 2.92053                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3                          23-Apr-2021 19:44:05
    number of iterations   : 5                         23-Apr-2021 19:44:05
    number of reformations : 5                         23-Apr-2021 19:44:05
------- converged at time : 3.04                       23-Apr-2021 19:44:05
    number of iterations   : 5                         23-Apr-2021 19:44:05
    number of reformations : 5                         23-Apr-2021 19:44:05
------- converged at time : 3.104                      23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.1872                     23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.28576                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.39661                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.51729                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.64583                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.78066                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 3.92053                    23-Apr-2021 19:44:05
    number of iterations   : 4                         23-Apr-2021 19:44:05
    number of reformations : 4                         23-Apr-2021 19:44:05
------- converged at time : 4                          23-Apr-2021 19:44:05
 Elapsed time : 0:00:37                                23-Apr-2021 19:44:05
 N O R M A L   T E R M I N A T I O N
# Done                                                 23-Apr-2021 19:44:05
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

Import FEBio results

if runFlag==1 %i.e. a succesful run

Importing nodal displacements from a log file

    dataStruct=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp),1,1);

    %Access data
    N_disp_mat=dataStruct.data; %Displacement
    timeVec=dataStruct.time; %Time

    %Create deformed coordinate set
    V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]);

Importing nodal displacements from a log file

    dataStructForce=importFEBio_logfile(fullfile(savePath,febioLogFileName_force),1,1);
    timeData=dataStructForce.time(:);
    forceData=dataStructForce.data(:);

    logicPush=timeData>=1 & timeData<=2;
    timePush=timeData(logicPush);
    timePush=timePush-1;
    forcePush=forceData(logicPush);
    dispPush=timePush.*prescribedDisplacement_X;

    logicPull=timeData>=3 & timeData<=4;
    timePull=timeData(logicPull);
    timePull=timePull-3;
    forcePull=forceData(logicPull);
    dispPull=timePull.*-prescribedDisplacement_X;

    Ux=[flipud(dispPull(2:end)); dispPush(2:end)];
    Fx=[flipud(forcePull(2:end)); forcePush(2:end)];

    dF=diff(Fx);
    du=diff(Ux);
    S_diff=dF./du;
    u_diff=Ux(1:end-1)+du/2;

    ui=linspace(-prescribedDisplacement_X,prescribedDisplacement_X,100);
    S=interp1(u_diff,S_diff,ui,'linear','extrap');
    cFigure; hold on;
    xlabel('U_x [mm]'); ylabel('F_x [N]');
    hp1=plot(dispPull,forcePull,'b.-','LineWidth',3,'MarkerSize',25);
    hp2=plot(dispPush,forcePush,'r.-','LineWidth',3,'MarkerSize',25);
    legend([hp1 hp2],{'Pull','Push'},'Location','NorthEastOutside')
    set(gca,'FontSize',fontSize);
    axis tight; axis square; grid on; box on;
    drawnow
    cFigure; hold on;
    xlabel('U_x [mm]'); ylabel('S_x [N/mm]');
    hp1=plot(u_diff,S_diff,'k.','MarkerSize',50);
    hp2=plot(ui,S,'k-','LineWidth',3);
    legend([hp1 hp2],{'FEA','Interpolated'},'Location','NorthEastOutside')
    set(gca,'FontSize',fontSize);
    axis tight; axis square; grid on; box on;
    drawnow

Plotting the simulated results using anim8 to visualize and animate deformations

    DN_magnitude=sqrt(sum(N_disp_mat(:,:,end).^2,2)); %Current displacement magnitude

    % Create basic view and store graphics handle to initiate animation
    hf=cFigure; %Open figure
    gtitle([febioFebFileNamePart,': Press play to animate']);
    title('Displacement magnitude [mm]','Interpreter','Latex')
    hp=gpatch(Fb,V_DEF(:,:,end),DN_magnitude,'k',1); %Add graphics object to animate
%     hp.Marker='.';
%     hp.MarkerSize=markerSize2;
    hp.FaceColor='interp';

    axisGeom(gca,fontSize);
    colormap(gjet(250)); colorbar;
    caxis([0 max(DN_magnitude)]);
    axis(axisLim(V_DEF)); %Set axis limits statically
    camlight headlight;

    % Set up animation features
    animStruct.Time=timeVec; %The time vector
    for qt=1:1:size(N_disp_mat,3) %Loop over time increments
        DN_magnitude=sqrt(sum(N_disp_mat(:,:,qt).^2,2)); %Current displacement magnitude

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp hp]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','CData'}; %Properties of objects to animate
        animStruct.Set{qt}={V_DEF(:,:,qt),DN_magnitude}; %Property values for to set in order to animate
    end
    anim8(hf,animStruct); %Initiate animation feature
    drawnow;

Importing element stress from a log file

    dataStruct=importFEBio_logfile(fullfile(savePath,febioLogFileName_stress),1,1);

    %Access data
    E_stress_mat=dataStruct.data;

    E_stress_mat(isnan(E_stress_mat))=0;

Plotting the simulated results using anim8 to visualize and animate deformations

    [CV]=faceToVertexMeasure(E,V,E_stress_mat(:,:,end));

    % Create basic view and store graphics handle to initiate animation
    hf=cFigure; %Open figure
    gtitle([febioFebFileNamePart,': Press play to animate']);
    title('$\sigma_{1}$ [MPa]','Interpreter','Latex')
    hp=gpatch(Fb,V_DEF(:,:,end),CV,'k',1); %Add graphics object to animate
%     hp.Marker='.';
%     hp.MarkerSize=markerSize2;
    hp.FaceColor='interp';

    axisGeom(gca,fontSize);
    colormap(gjet(250)); colorbar;
    caxis([min(E_stress_mat(:)) max(E_stress_mat(:))]);
    axis(axisLim(V_DEF)); %Set axis limits statically
    camlight headlight;

    % Set up animation features
    animStruct.Time=timeVec; %The time vector
    for qt=1:1:size(N_disp_mat,3) %Loop over time increments

        [CV]=faceToVertexMeasure(E,V,E_stress_mat(:,:,qt));

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp hp]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','CData'}; %Properties of objects to animate
        animStruct.Set{qt}={V_DEF(:,:,qt),CV}; %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) 2006-2020 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/.