DEMO_febio_0056_cylinder_embedded_probe_02
Below is a demonstration for:
- Building geometry for a tissue segment with an embedded probe
- Defining the boundary conditions
- Coding the febio structure
- Running the model
- Importing and visualizing the displacement results
Contents
- Keywords
- Control parameters
- Build probe
- Build gel
- Cap ends
- Merge model components
- Mesh solid using tetgen
- Joining node sets
- Plotting tissue and probe meshes
- Define boundary condition node sets
- Create contact surfaces
- Defining the FEBio input structure
- Quick viewing of the FEBio input file structure
- Exporting the FEBio input file
- Running the FEBio analysis
- Import FEBio results
Keywords
- febio_spec version 2.5
- febio, FEBio
- probe
- contact, sliding, friction
- rigid body constraints
- tetrahedral elements, tet4
- triangular elements, tri3
- static, solid
- hyperelastic, Ogden
- displacement logfile
- stress logfile
clear; close all; clc;
Plot settings
fontSize=15;
faceAlpha=1;
lineWidth1=1.5;
lineWidth2=3;
markerSize1=15;
markerSize2=30;
edgeWidth=2;
edgeColor='k';
faceAlpha1=1;
Control parameters
% Path names defaultFolder = fileparts(fileparts(mfilename('fullpath'))); savePath=fullfile(defaultFolder,'data','temp'); % Defining file names febioFebFileNamePart='tempModel'; febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement febioLogFileName_force=[febioFebFileNamePart,'_force_out.txt']; %Log file name for exporting force febioLogFileName_strainEnergy=[febioFebFileNamePart,'_energy_out.txt']; %Log file name for exporting strain energy density febioLogFileName_strain=[febioFebFileNamePart,'_strain_out.txt']; %Log file name for exporting strain probeHeight=75; probeRadius=3; % The radius of the hemi-spher portion nRefine=0; % Number of |subtri| refinements for icosahedron numPointsLoadCurve=500; t_load_curve=linspace(0,1,numPointsLoadCurve)'; t_load_curve=[t_load_curve; t_load_curve(2:end)+1]; a_load_curve1=sin(t_load_curve*2*pi); a_load_curve1(t_load_curve>1)=0; a_load_curve2=sin(t_load_curve*2*pi); a_load_curve2(t_load_curve<1)=0; pointSpacingFactorTissue=2; dAdd=3*probeRadius; tissueRadius=probeRadius+dAdd; tissueHeight=probeHeight+dAdd; volumeFactor=1; displacementMagnitude=-1; %Material parameter set c1=1e-3; %Shear-modulus-like parameter m1=2; %Material parameter setting degree of non-linearity k_factor=1e2; %Bulk modulus factor k=c1*k_factor; %Bulk modulus % FEA control settings numTimeSteps=20; %Number of time steps desired max_refs=25; %Max reforms max_ups=0; %Set to zero to use full-Newton iterations opt_iter=6; %Optimum number of iterations max_retries=5; %Maximum number of retires dtmin=(1/numTimeSteps)/100; %Minimum time step size dtmax=1/numTimeSteps; %Maximum time step size symmetric_stiffness=0; min_residual=1e-20; runMode='internal'; %'internal' or 'external'; %Contact parameters contactPenalty=10; % Start low, study penetration, increase if needed e.g. 0.1->1->10... laugon=0; minaug=1; maxaug=10; fric_coeff=0.1; contactType=2; %1=sticky, 2=sliding-elastic
Build probe
probeMeshInputStruct.sphereRadius=probeRadius;% => The radius of the hemi-spher portion probeMeshInputStruct.nRefine=nRefine;% => Number of |subtri| refinements for icosahedron probeMeshInputStruct.cylinderHeight=probeHeight-probeRadius;% => height of the cylinder part probeMeshInputStruct.cylinderStepSize=[];% => Aproximate node spacing for cylinder portion probeMeshInputStruct.patchType='tri_slash'; [Fp,Vp,Cp]=hemiSphereCylMesh(probeMeshInputStruct); Fp=fliplr(Fp); %Invert face orientation Vp(:,3)=Vp(:,3)-max(Vp(:,3)); %Get top curve Eb=patchBoundary(Fp,Vp); indProbeTop=edgeListToCurve(Eb); indProbeTop=indProbeTop(1:end-1); Vst=Vp(indProbeTop,:); pointSpacingProbe=mean(patchEdgeLengths(Fp,Vp));
cFigure; hold on; gpatch(Fp,Vp,'gw','k'); plotV(Vst,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1); patchNormPlot(Fp,Vp); axisGeom(gca,fontSize); drawnow;
Build gel
pointSpacing=pointSpacingProbe.*pointSpacingFactorTissue; %Sketching profile ns=150; t=linspace(0,2*pi,ns); t=t(1:end-1); x=tissueRadius*cos(t); y=tissueRadius*sin(t); z=zeros(size(x)); Vc=[x(:) y(:) z(:)]; np=ceil(max(pathLength(Vc))./pointSpacing); [Vc]=evenlySampleCurve(Vc,np,'pchip',1); % Extruding model cPar.numSteps=round(tissueHeight/pointSpacing); cPar.depth=tissueHeight; cPar.patchType='tri'; cPar.dir=-1; cPar.closeLoopOpt=1; [Fg,Vg]=polyExtrude(Vc,cPar); Fg=fliplr(Fg); Vgb=Vg(cPar.numSteps:cPar.numSteps:end,:); Vgt=Vg(1:cPar.numSteps:end,:);
Cap ends
regionCell={Vgt(:,[1 2]),Vst(:,[1 2])};
[Ft,Vt]=regionTriMesh2D(regionCell,pointSpacing,0,0);
Vt(:,3)=mean(Vgt(:,3));
regionCell={Vgb(:,[1 2])};
[Fb,Vb]=regionTriMesh2D(regionCell,pointSpacing,0,0);
Fb=fliplr(Fb); %flip face orientation
Vb(:,3)=mean(Vgb(:,3));
Visualize
cFigure; hold on; gpatch(Fp,Vp,'rw','k',0.5); gpatch(Fg,Vg,'gw','k',0.5); gpatch(Fb,Vb,'bw','k',0.5); gpatch(Ft,Vt,'bw','k',0.5); plotV(Vgb,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1); plotV(Vgt,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1); plotV(Vst,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1); axisGeom(gca,fontSize); drawnow;
Merge model components
[F,V,C]=joinElementSets({Fg,Ft,Fb,Fp},{Vg,Vt,Vb,Vp});
[F,V]=mergeVertices(F,V);
cFigure; subplot(1,2,1); hold on; gpatch(F,V,C,'none',0.5); axisGeom(gca,fontSize); colormap gjet; icolorbar; subplot(1,2,2); hold on; gpatch(F,V,C); patchNormPlot(F,V,2); plotV(Vst,'b.-','lineWidth',lineWidth1,'MarkerSize',markerSize1); axisGeom(gca,fontSize); colormap gjet; icolorbar; drawnow;
Mesh solid using tetgen
Create tetgen meshing input structure
[regionA]=tetVolMeanEst(Fg,Vg); %Volume for a regular tet based on edge lengths V_inner=getInnerPoint(F,V); %Interior point for region inputStruct.stringOpt='-pq1.2AaY'; inputStruct.Faces=F; inputStruct.Nodes=V; inputStruct.holePoints=[]; inputStruct.faceBoundaryMarker=C; %Face boundary markers inputStruct.regionPoints=V_inner; %region points inputStruct.regionA=regionA*volumeFactor; %Desired volume for tets inputStruct.minRegionMarker=2; %Minimum region marker
Mesh model using tetrahedral elements using tetGen
[meshOutput]=runTetGen(inputStruct); %Run tetGen
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% --- TETGEN Tetrahedral meshing --- 13-Mar-2020 12:45:40 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% --- Writing SMESH file --- 13-Mar-2020 12:45:40 ----> Adding node field ----> Adding facet field ----> Adding holes specification ----> Adding region specification --- Done --- 13-Mar-2020 12:45:40 --- Running TetGen to mesh input boundary--- 13-Mar-2020 12:45:40 Opening /mnt/data/MATLAB/GIBBON/data/temp/temp.smesh. Delaunizing vertices... Delaunay seconds: 0.049598 Creating surface mesh ... Surface mesh seconds: 0.001739 Recovering boundaries... Boundary recovery seconds: 0.003942 Removing exterior tetrahedra ... Spreading region attributes. Exterior tets removal seconds: 0.000934 Recovering Delaunayness... Delaunay recovery seconds: 0.006337 Refining mesh... Refinement seconds: 0.041395 Optimizing mesh... Optimization seconds: 0.001563 Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.node. Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.ele. Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.face. Writing /mnt/data/MATLAB/GIBBON/data/temp/temp.1.edge. Output seconds: 0.017874 Total running seconds: 0.123503 Statistics: Input points: 805 Input facets: 1606 Input segments: 2409 Input holes: 0 Input regions: 1 Mesh points: 1511 Mesh tetrahedra: 7160 Mesh faces: 15123 Mesh faces on exterior boundary: 1606 Mesh faces on input facets: 1606 Mesh edges on input segments: 2409 Steiner points inside domain: 706 --- Done --- 13-Mar-2020 12:45:41 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% --- Importing TetGen files --- 13-Mar-2020 12:45:41 --- Done --- 13-Mar-2020 12:45:41
Visualize mesh
meshView(meshOutput);
Access model element and patch data
F=meshOutput.faces; V=meshOutput.nodes; C=meshOutput.faceMaterialID; E=meshOutput.elements; elementMaterialID=meshOutput.elementMaterialID; Fb=meshOutput.facesBoundary; Cb=meshOutput.boundaryMarker;
Joining node sets
Fp=Fp+size(V,1); V=[V; Vp]; center_of_mass_probe=mean(Vp,1);
Plotting tissue and probe meshes
cFigure; hold on; gpatch(Fb,V,'bw','none',0.5); gpatch(Fp,V,'rw','r',1); axisGeom(gca,fontSize); camlight headlight; drawnow;
Define boundary condition node sets
logicRigid= Cb==1 | Cb==3; bcSupportList=Fb(logicRigid,:); bcSupportList=unique(bcSupportList(:));
Visualize boundary conditions
cFigure; hold on; gpatch(Fb,V,'kw','none',0.25); hp(1)=plotV(V(bcSupportList,:),'k.','lineWidth',lineWidth1,'MarkerSize',markerSize1); hp(2)=gpatch(Fp,V,'rw','k',1); legend(hp,{'BC Full support','Rigid body with prescribed displacement'}); axisGeom(gca,fontSize); drawnow;
Create contact surfaces
F_contact_slave=fliplr(Fb(Cb==4,:)); F_contact_master=fliplr(Fp);
Visualize contact surfaces
cFigure; subplot(1,2,1); hold on; title('Contact set: Master','FontSize',fontSize); gpatch(F_contact_master,V,'gw','k',1); patchNormPlot(F_contact_master,V); axisGeom(gca,fontSize); camlight headlight; subplot(1,2,2); hold on; title('Contact set: Slave','FontSize',fontSize); gpatch(Fb,V,'kw','none',0.25); gpatch(F_contact_slave,V,'bw','k',1); patchNormPlot(F_contact_slave,V); axisGeom(gca,fontSize); camlight headlight; drawnow;
Defining the FEBio input structure
See also febioStructTemplate and febioStruct2xml and the FEBio user manual.
%Get a template with default settings [febio_spec]=febioStructTemplate; %febio_spec version febio_spec.ATTR.version='2.5'; %Module section febio_spec.Module.ATTR.type='solid'; %Create control structure for use by all steps stepStruct.Control.analysis.ATTR.type='static'; stepStruct.Control.time_steps=numTimeSteps; stepStruct.Control.step_size=1/numTimeSteps; stepStruct.Control.time_stepper.dtmin=dtmin; stepStruct.Control.time_stepper.dtmax=dtmax; stepStruct.Control.time_stepper.max_retries=max_retries; stepStruct.Control.time_stepper.opt_iter=opt_iter; stepStruct.Control.max_refs=max_refs; stepStruct.Control.max_ups=max_ups; stepStruct.Control.symmetric_stiffness=symmetric_stiffness; stepStruct.Control.min_residual=min_residual; %Add template based default settings to proposed control section [stepStruct.Control]=structComplete(stepStruct.Control,febio_spec.Control,1); %Complement provided with default if missing %Remove control field (part of template) since step specific control sections are used febio_spec=rmfield(febio_spec,'Control'); febio_spec.Step{1}.Control=stepStruct.Control; febio_spec.Step{1}.ATTR.id=1; febio_spec.Step{2}.Control=stepStruct.Control; febio_spec.Step{2}.ATTR.id=2; %Material section febio_spec.Material.material{1}.ATTR.type='Ogden'; febio_spec.Material.material{1}.ATTR.id=1; febio_spec.Material.material{1}.c1=c1; febio_spec.Material.material{1}.m1=m1; febio_spec.Material.material{1}.k=k; febio_spec.Material.material{2}.ATTR.type='rigid body'; febio_spec.Material.material{2}.ATTR.id=2; febio_spec.Material.material{2}.density=1; febio_spec.Material.material{2}.center_of_mass=center_of_mass_probe; %Geometry section % -> Nodes febio_spec.Geometry.Nodes{1}.ATTR.name='nodeSet_all'; %The node set name febio_spec.Geometry.Nodes{1}.node.ATTR.id=(1:size(V,1))'; %The node id's febio_spec.Geometry.Nodes{1}.node.VAL=V; %The nodel coordinates % -> Surfaces febio_spec.Geometry.Surface{1}.ATTR.name='contact_master'; febio_spec.Geometry.Surface{1}.tri3.ATTR.lid=(1:1:size(F_contact_master,1))'; febio_spec.Geometry.Surface{1}.tri3.VAL=F_contact_master; febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave'; febio_spec.Geometry.Surface{2}.tri3.ATTR.lid=(1:1:size(F_contact_slave,1))'; febio_spec.Geometry.Surface{2}.tri3.VAL=F_contact_slave; % -> Surface pairs febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact1'; febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name; febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name; % -> Elements febio_spec.Geometry.Elements{1}.ATTR.type='tet4'; %Element type of this set febio_spec.Geometry.Elements{1}.ATTR.mat=1; %material index for this set febio_spec.Geometry.Elements{1}.ATTR.name='Tissue'; %Name of the element set febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E,1))'; %Element id's febio_spec.Geometry.Elements{1}.elem.VAL=E; febio_spec.Geometry.Elements{2}.ATTR.type='tri3'; %Element type of this set febio_spec.Geometry.Elements{2}.ATTR.mat=2; %material index for this set febio_spec.Geometry.Elements{2}.ATTR.name='Probe'; %Name of the element set febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E,1)+(1:1:size(Fp,1))'; %Element id's febio_spec.Geometry.Elements{2}.elem.VAL=Fp; % -> NodeSets febio_spec.Geometry.NodeSet{1}.ATTR.name='bcSupportList'; febio_spec.Geometry.NodeSet{1}.node.ATTR.id=bcSupportList(:); %Boundary condition section % -> Fix boundary conditions febio_spec.Boundary.fix{1}.ATTR.bc='x'; febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; febio_spec.Boundary.fix{2}.ATTR.bc='y'; febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; febio_spec.Boundary.fix{3}.ATTR.bc='z'; febio_spec.Boundary.fix{3}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; % -> Prescribed boundary conditions on the rigid body %STEP 1 Up/down febio_spec.Step{1}.Boundary.rigid_body{1}.ATTR.mat=2; febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='x'; febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='y'; febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='Rx'; febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Ry'; febio_spec.Step{1}.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Rz'; febio_spec.Step{1}.Boundary.rigid_body{1}.prescribed.ATTR.bc='z'; febio_spec.Step{1}.Boundary.rigid_body{1}.prescribed.ATTR.lc=1; febio_spec.Step{1}.Boundary.rigid_body{1}.prescribed.VAL=displacementMagnitude; %STEP 2 Sideways febio_spec.Step{2}.Boundary.rigid_body{1}.ATTR.mat=2; febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='y'; febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='z'; febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='Rx'; febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Ry'; febio_spec.Step{2}.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Rz'; febio_spec.Step{2}.Boundary.rigid_body{1}.prescribed.ATTR.bc='x'; febio_spec.Step{2}.Boundary.rigid_body{1}.prescribed.ATTR.lc=2; febio_spec.Step{2}.Boundary.rigid_body{1}.prescribed.VAL=displacementMagnitude; %LoadData section febio_spec.LoadData.loadcurve{1}.ATTR.id=1; febio_spec.LoadData.loadcurve{1}.ATTR.type='linear'; febio_spec.LoadData.loadcurve{1}.point.VAL=[t_load_curve(:) a_load_curve1(:)]; febio_spec.LoadData.loadcurve{2}.ATTR.id=2; febio_spec.LoadData.loadcurve{2}.ATTR.type='linear'; febio_spec.LoadData.loadcurve{2}.point.VAL=[t_load_curve(:) a_load_curve2(:)]; %Contact section switch contactType case 1 febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name; febio_spec.Contact.contact{1}.ATTR.type='sticky'; febio_spec.Contact.contact{1}.penalty=contactPenalty; febio_spec.Contact.contact{1}.laugon=laugon; febio_spec.Contact.contact{1}.tolerance=0.1; febio_spec.Contact.contact{1}.minaug=minaug; febio_spec.Contact.contact{1}.maxaug=maxaug; febio_spec.Contact.contact{1}.snap_tol=0; febio_spec.Contact.contact{1}.max_traction=0; febio_spec.Contact.contact{1}.search_tolerance=0.1; case 2 febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name; febio_spec.Contact.contact{1}.ATTR.type='sliding-elastic'; febio_spec.Contact.contact{1}.two_pass=1; febio_spec.Contact.contact{1}.laugon=laugon; febio_spec.Contact.contact{1}.tolerance=0.2; febio_spec.Contact.contact{1}.gaptol=0; febio_spec.Contact.contact{1}.minaug=minaug; febio_spec.Contact.contact{1}.maxaug=maxaug; febio_spec.Contact.contact{1}.search_tol=0.01; febio_spec.Contact.contact{1}.search_radius=0.1; febio_spec.Contact.contact{1}.symmetric_stiffness=0; febio_spec.Contact.contact{1}.auto_penalty=1; febio_spec.Contact.contact{1}.penalty=contactPenalty; febio_spec.Contact.contact{1}.fric_coeff=fric_coeff; end %Output section % -> log file febio_spec.Output.logfile.ATTR.file=febioLogFileName; febio_spec.Output.logfile.node_data{1}.ATTR.file=febioLogFileName_disp; febio_spec.Output.logfile.node_data{1}.ATTR.data='ux;uy;uz'; febio_spec.Output.logfile.node_data{1}.ATTR.delim=','; febio_spec.Output.logfile.node_data{1}.VAL=1:size(V,1); febio_spec.Output.logfile.node_data{2}.ATTR.file=febioLogFileName_force; febio_spec.Output.logfile.node_data{2}.ATTR.data='Rx;Ry;Rz'; febio_spec.Output.logfile.node_data{2}.ATTR.delim=','; febio_spec.Output.logfile.node_data{2}.VAL=1:size(V,1); febio_spec.Output.logfile.element_data{1}.ATTR.file=febioLogFileName_strain; febio_spec.Output.logfile.element_data{1}.ATTR.data='E1;E2;E3'; febio_spec.Output.logfile.element_data{1}.ATTR.delim=','; febio_spec.Output.logfile.element_data{1}.VAL=1:size(E,1);
Quick viewing of the FEBio input file structure
The febView function can be used to view the xml structure in a MATLAB figure window.
febView(febio_spec); %Viewing the febio file
Exporting the FEBio input file
Exporting the febio_spec structure to an FEBio input file is done using the febioStruct2xml function.
febioStruct2xml(febio_spec,febioFebFileName); %Exporting to file and domNode
Running the FEBio analysis
To run the analysis defined by the created FEBio input file the runMonitorFEBio function is used. The input for this function is a structure defining job settings e.g. the FEBio input file name. The optional output runFlag informs the user if the analysis was run succesfully.
febioAnalysis.run_filename=febioFebFileName; %The input file name febioAnalysis.run_logname=febioLogFileName; %The name for the log file febioAnalysis.disp_on=1; %Display information on the command window febioAnalysis.disp_log_on=1; %Display convergence information in the command window febioAnalysis.runMode=runMode;%'internal' or 'external'; febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small) febioAnalysis.maxtpi=1e99; %Max analysis time febioAnalysis.maxLogCheckTime=10; %Max log file checking time [runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 13-Mar-2020 12:45:45
===========================================================================
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F I N I T E E L E M E N T S F O R B I O M E C H A N I C S
--- v e r s i o n - 2 . 9 . 1 ---
http://febio.org
FEBio is a registered trademark.
copyright (c) 2006-2019 - All rights reserved
===========================================================================
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
]0;(step 1/2: 0%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 1 : 0.05 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 1
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.339472e-05 1.249648e-03 0.000000e+00
energy 3.488997e-03 2.869927e-03 3.488997e-05
displacement 1.655697e+00 4.139244e-01 4.139244e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.339472e-05 5.919670e-05 0.000000e+00
energy 3.488997e-03 1.143460e-03 3.488997e-05
displacement 1.655697e+00 2.459124e-01 7.528329e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.339472e-05 2.802326e-06 0.000000e+00
energy 3.488997e-03 1.535281e-04 3.488997e-05
displacement 1.655697e+00 2.209275e-01 1.025818e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.339472e-05 7.713513e-08 0.000000e+00
energy 3.488997e-03 1.826155e-06 3.488997e-05
displacement 1.655697e+00 3.202943e-02 1.011710e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.339472e-05 8.712881e-11 0.000000e+00
energy 3.488997e-03 8.617349e-09 3.488997e-05
displacement 1.655697e+00 1.219165e-04 1.017930e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.339472e-05 4.980579e-14 0.000000e+00
energy 3.488997e-03 1.025748e-11 3.488997e-05
displacement 1.655697e+00 9.380437e-08 1.018012e-06
------- converged at time : 0.05
]0;(step 1/2: 5%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 2 : 0.1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 2.708066e-04 0.000000e+00
energy 4.092001e-01 3.712953e-02 4.092001e-03
displacement 2.405551e+01 2.405551e+01 2.405551e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 9.125361e-05 0.000000e+00
energy 4.092001e-01 1.844718e-03 4.092001e-03
displacement 2.405551e+01 6.762974e-02 2.219672e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 1.798555e-05 0.000000e+00
energy 4.092001e-01 1.185017e-03 4.092001e-03
displacement 2.405551e+01 1.047350e+01 2.893895e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 1.454822e-07 0.000000e+00
energy 4.092001e-01 1.007500e-05 4.092001e-03
displacement 2.405551e+01 1.546193e+00 7.855628e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 7.631348e-10 0.000000e+00
energy 4.092001e-01 7.948404e-08 4.092001e-03
displacement 2.405551e+01 3.032491e-04 7.933647e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 3.177715e-13 0.000000e+00
energy 4.092001e-01 8.146088e-11 4.092001e-03
displacement 2.405551e+01 1.176738e-06 7.936110e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.159069e-02 2.064186e-18 0.000000e+00
energy 4.092001e-01 1.788018e-15 4.092001e-03
displacement 2.405551e+01 2.386303e-10 7.936130e-07
------- converged at time : 0.1
]0;(step 1/2: 10%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0463281
===== beginning time step 3 : 0.146328 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 1.599508e-04 0.000000e+00
energy 2.205592e-01 2.114198e-02 2.205592e-03
displacement 1.308128e+01 1.308128e+01 1.308128e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 5.002918e-05 0.000000e+00
energy 2.205592e-01 1.090547e-03 2.205592e-03
displacement 1.308128e+01 4.574537e-02 1.195686e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 8.655059e-06 0.000000e+00
energy 2.205592e-01 6.062337e-04 2.205592e-03
displacement 1.308128e+01 6.775965e+00 1.031066e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 8.423430e-08 0.000000e+00
energy 2.205592e-01 4.769009e-06 2.205592e-03
displacement 1.308128e+01 4.405381e-01 3.810951e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 3.848349e-10 0.000000e+00
energy 2.205592e-01 4.338152e-08 2.205592e-03
displacement 1.308128e+01 2.948327e-04 3.849080e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 3.140402e-13 0.000000e+00
energy 2.205592e-01 6.158216e-11 2.205592e-03
displacement 1.308128e+01 6.431031e-07 3.850086e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 0.146328
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.169938e-02 1.738697e-17 0.000000e+00
energy 2.205592e-01 1.959906e-14 2.205592e-03
displacement 1.308128e+01 4.563453e-10 3.850106e-07
------- converged at time : 0.146328
]0;(step 1/2: 15%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0429286
===== beginning time step 4 : 0.189257 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 7.613132e-05 0.000000e+00
energy 8.798724e-02 8.960173e-03 8.798724e-04
displacement 5.275314e+00 5.275314e+00 5.275314e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 2.034108e-05 0.000000e+00
energy 8.798724e-02 4.704994e-04 8.798724e-04
displacement 5.275314e+00 2.358692e-02 4.771379e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 3.572330e-06 0.000000e+00
energy 8.798724e-02 2.651541e-04 8.798724e-04
displacement 5.275314e+00 3.094015e+00 2.899628e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 2.808187e-08 0.000000e+00
energy 8.798724e-02 7.518788e-08 8.798724e-04
displacement 5.275314e+00 7.873825e-02 1.405700e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 1.157025e-10 0.000000e+00
energy 8.798724e-02 1.140074e-08 8.798724e-04
displacement 5.275314e+00 4.890992e-05 1.408119e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 1.468878e-13 0.000000e+00
energy 8.798724e-02 2.687891e-11 8.798724e-04
displacement 5.275314e+00 1.696722e-07 1.408369e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 0.189257
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.680275e-03 2.447875e-17 0.000000e+00
energy 8.798724e-02 1.284225e-14 8.798724e-04
displacement 5.275314e+00 2.500675e-10 1.408377e-07
------- converged at time : 0.189257
]0;(step 1/2: 19%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0397812
===== beginning time step 5 : 0.229038 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.229038
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.034332e-03 2.637638e-05 0.000000e+00
energy 1.951492e-02 2.246670e-03 1.951492e-04
displacement 1.176191e+00 1.176191e+00 1.176191e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.229038
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.034332e-03 5.177348e-06 0.000000e+00
energy 1.951492e-02 1.357601e-04 1.951492e-04
displacement 1.176191e+00 8.654296e-03 1.037949e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.229038
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.034332e-03 2.898516e-07 0.000000e+00
energy 1.951492e-02 3.151580e-05 1.951492e-04
displacement 1.176191e+00 8.836485e-01 2.830044e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.229038
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.034332e-03 6.214610e-09 0.000000e+00
energy 1.951492e-02 3.513015e-07 1.951492e-04
displacement 1.176191e+00 6.761364e-04 2.217956e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.229038
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.034332e-03 3.076665e-14 0.000000e+00
energy 1.951492e-02 1.691969e-11 1.951492e-04
displacement 1.176191e+00 2.594689e-06 2.186738e-08
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.229038
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.034332e-03 4.960146e-26 0.000000e+00
energy 1.951492e-02 4.317411e-21 1.951492e-04
displacement 1.176191e+00 4.655594e-11 2.186744e-08
------- converged at time : 0.229038
]0;(step 1/2: 23%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 6 : 0.268819 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.268819
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.479001e-06 3.054396e-06 0.000000e+00
energy 8.010158e-05 4.336400e-05 8.010158e-07
displacement 1.581296e-03 1.581296e-03 1.581296e-09
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.268819
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.479001e-06 9.427665e-08 0.000000e+00
energy 8.010158e-05 4.880063e-06 8.010158e-07
displacement 1.581296e-03 8.666363e-04 3.749429e-09
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.268819
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.479001e-06 2.313819e-08 0.000000e+00
energy 8.010158e-05 1.289270e-06 8.010158e-07
displacement 1.581296e-03 1.625918e-03 5.444184e-09
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.268819
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.479001e-06 7.089398e-11 0.000000e+00
energy 8.010158e-05 1.091087e-08 8.010158e-07
displacement 1.581296e-03 4.493003e-04 7.353286e-09
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.268819
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.479001e-06 1.775144e-17 0.000000e+00
energy 8.010158e-05 3.160296e-13 8.010158e-07
displacement 1.581296e-03 1.479660e-07 7.380581e-09
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.268819
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.479001e-06 1.162450e-26 0.000000e+00
energy 8.010158e-05 1.546384e-22 8.010158e-07
displacement 1.581296e-03 5.214971e-14 7.380594e-09
------- converged at time : 0.268819
]0;(step 1/2: 27%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 7 : 0.3086 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.3086
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.070470e-03 7.374202e-06 0.000000e+00
energy 1.964341e-02 1.460718e-03 1.964341e-04
displacement 1.130335e+00 1.130335e+00 1.130335e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.3086
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.070470e-03 2.950687e-06 0.000000e+00
energy 1.964341e-02 8.416039e-05 1.964341e-04
displacement 1.130335e+00 2.314787e-02 8.680716e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.3086
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.070470e-03 1.159436e-07 0.000000e+00
energy 1.964341e-02 1.388566e-06 1.964341e-04
displacement 1.130335e+00 4.390240e-01 1.379797e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.3086
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.070470e-03 1.141607e-09 0.000000e+00
energy 1.964341e-02 5.332636e-08 1.964341e-04
displacement 1.130335e+00 1.381246e-04 1.325781e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.3086
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.070470e-03 3.075913e-13 0.000000e+00
energy 1.964341e-02 6.127956e-11 1.964341e-04
displacement 1.130335e+00 7.427225e-07 1.325970e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.3086
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.070470e-03 1.174422e-16 0.000000e+00
energy 1.964341e-02 2.347912e-14 1.964341e-04
displacement 1.130335e+00 4.316037e-10 1.325990e-07
------- converged at time : 0.3086
]0;(step 1/2: 31%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 8 : 0.348382 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 5.033959e-05 0.000000e+00
energy 7.350616e-02 6.932084e-03 7.350616e-04
displacement 4.323982e+00 4.323982e+00 4.323982e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 1.853724e-05 0.000000e+00
energy 7.350616e-02 5.496344e-04 7.350616e-04
displacement 4.323982e+00 8.228460e-02 3.379456e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 1.954175e-06 0.000000e+00
energy 7.350616e-02 5.406847e-05 7.350616e-04
displacement 4.323982e+00 2.752458e+00 1.498726e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 8.326071e-09 0.000000e+00
energy 7.350616e-02 5.830321e-07 7.350616e-04
displacement 4.323982e+00 1.192595e-03 1.337673e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 7.546439e-10 0.000000e+00
energy 7.350616e-02 2.166788e-09 7.350616e-04
displacement 4.323982e+00 4.983177e-06 1.339108e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 5.585156e-17 0.000000e+00
energy 7.350616e-02 1.714713e-13 7.350616e-04
displacement 4.323982e+00 2.289457e-07 1.339728e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 0.348382
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.972016e-03 1.485030e-26 0.000000e+00
energy 7.350616e-02 6.610622e-24 7.350616e-04
displacement 4.323982e+00 2.901435e-14 1.339728e-07
------- converged at time : 0.348382
]0;(step 1/2: 35%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0368673
===== beginning time step 9 : 0.385249 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.385249
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.922120e-03 9.265626e-05 0.000000e+00
energy 1.294691e-01 1.203593e-02 1.294691e-03
displacement 7.689969e+00 7.689969e+00 7.689969e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.385249
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.922120e-03 3.336760e-05 0.000000e+00
energy 1.294691e-01 1.079575e-03 1.294691e-03
displacement 7.689969e+00 1.532590e-01 6.041229e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.385249
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.922120e-03 4.617925e-06 0.000000e+00
energy 1.294691e-01 2.114504e-04 1.294691e-03
displacement 7.689969e+00 5.325211e+00 1.714288e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.385249
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.922120e-03 1.493372e-08 0.000000e+00
energy 1.294691e-01 1.476074e-06 1.294691e-03
displacement 7.689969e+00 2.086245e-03 1.666419e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.385249
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.922120e-03 5.403104e-10 0.000000e+00
energy 1.294691e-01 6.042705e-09 1.294691e-03
displacement 7.689969e+00 1.014412e-05 1.666666e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.385249
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.922120e-03 5.654718e-16 0.000000e+00
energy 1.294691e-01 1.893262e-13 1.294691e-03
displacement 7.689969e+00 1.026178e-07 1.668263e-07
------- converged at time : 0.385249
]0;(step 1/2: 39%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 10 : 0.422116 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.422116
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041403e-02 1.280991e-04 0.000000e+00
energy 1.959076e-01 1.754794e-02 1.959076e-03
displacement 1.163764e+01 1.163764e+01 1.163764e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.422116
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041403e-02 4.948719e-05 0.000000e+00
energy 1.959076e-01 1.809277e-03 1.959076e-03
displacement 1.163764e+01 3.370229e-01 8.795720e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.422116
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041403e-02 5.840134e-06 0.000000e+00
energy 1.959076e-01 3.818520e-04 1.959076e-03
displacement 1.163764e+01 7.852593e+00 2.484217e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.422116
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041403e-02 2.786498e-08 0.000000e+00
energy 1.959076e-01 2.665575e-06 1.959076e-03
displacement 1.163764e+01 3.426271e-03 2.576135e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.422116
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041403e-02 8.079339e-12 0.000000e+00
energy 1.959076e-01 1.584435e-09 1.959076e-03
displacement 1.163764e+01 2.797779e-05 2.585848e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.422116
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041403e-02 3.287889e-16 0.000000e+00
energy 1.959076e-01 1.056591e-13 1.959076e-03
displacement 1.163764e+01 7.040613e-09 2.585928e-07
------- converged at time : 0.422116
]0;(step 1/2: 42%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 11 : 0.458984 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.458984
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.354353e-02 1.490919e-04 0.000000e+00
energy 2.547258e-01 2.168243e-02 2.547258e-03
displacement 1.479423e+01 1.479423e+01 1.479423e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.458984
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.354353e-02 6.353704e-05 0.000000e+00
energy 2.547258e-01 2.293585e-03 2.547258e-03
displacement 1.479423e+01 5.340174e-01 1.097062e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.458984
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.354353e-02 3.943507e-06 0.000000e+00
energy 2.547258e-01 3.543314e-04 2.547258e-03
displacement 1.479423e+01 9.545287e+00 3.745296e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.458984
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.354353e-02 1.239107e-08 0.000000e+00
energy 2.547258e-01 1.259098e-06 2.547258e-03
displacement 1.479423e+01 2.416456e-03 3.923527e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.458984
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.354353e-02 1.001524e-11 0.000000e+00
energy 2.547258e-01 3.080516e-09 2.547258e-03
displacement 1.479423e+01 1.455633e-05 3.932546e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.458984
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.354353e-02 7.601348e-17 0.000000e+00
energy 2.547258e-01 1.065280e-13 2.547258e-03
displacement 1.479423e+01 1.167579e-08 3.932720e-07
------- converged at time : 0.458984
]0;(step 1/2: 46%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 12 : 0.495851 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.495851
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.531844e-02 1.595672e-04 0.000000e+00
energy 2.909706e-01 2.419636e-02 2.909706e-03
displacement 1.689310e+01 1.689310e+01 1.689310e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.495851
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.531844e-02 7.492952e-05 0.000000e+00
energy 2.909706e-01 2.622415e-03 2.909706e-03
displacement 1.689310e+01 5.636845e-01 1.269207e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.495851
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.531844e-02 2.837042e-06 0.000000e+00
energy 2.909706e-01 6.370640e-06 2.909706e-03
displacement 1.689310e+01 1.040342e+01 4.650589e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.495851
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.531844e-02 9.302008e-10 0.000000e+00
energy 2.909706e-01 1.012446e-07 2.909706e-03
displacement 1.689310e+01 6.724627e-03 4.433110e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.495851
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.531844e-02 3.189170e-12 0.000000e+00
energy 2.909706e-01 3.759991e-10 2.909706e-03
displacement 1.689310e+01 1.735503e-06 4.437190e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.495851
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.531844e-02 7.856179e-15 0.000000e+00
energy 2.909706e-01 1.386127e-12 2.909706e-03
displacement 1.689310e+01 7.577488e-09 4.437376e-07
------- converged at time : 0.495851
]0;(step 1/2: 50%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 13 : 0.532718 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.532718
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.533509e-02 1.752317e-04 0.000000e+00
energy 2.945444e-01 2.619722e-02 2.945444e-03
displacement 1.721860e+01 1.721860e+01 1.721860e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.532718
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.533509e-02 6.361912e-05 0.000000e+00
energy 2.945444e-01 2.441931e-03 2.945444e-03
displacement 1.721860e+01 1.491948e+00 1.171869e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.532718
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.533509e-02 3.402239e-06 0.000000e+00
energy 2.945444e-01 1.725244e-05 2.945444e-03
displacement 1.721860e+01 1.114658e+01 1.578400e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.532718
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.533509e-02 1.235831e-10 0.000000e+00
energy 2.945444e-01 3.569959e-08 2.945444e-03
displacement 1.721860e+01 7.626117e-03 5.759705e-09
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.532718
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.533509e-02 1.591486e-20 0.000000e+00
energy 2.945444e-01 3.659782e-15 2.945444e-03
displacement 1.721860e+01 1.212422e-08 5.760206e-09
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.532718
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.533509e-02 1.628889e-26 0.000000e+00
energy 2.945444e-01 3.381011e-25 2.945444e-03
displacement 1.721860e+01 6.731986e-18 5.760206e-09
------- converged at time : 0.532718
]0;(step 1/2: 53%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 14 : 0.569586 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.569586
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878216e-02 1.121365e-04 0.000000e+00
energy 4.046810e-01 2.211160e-02 4.046810e-03
displacement 2.178794e+01 2.178794e+01 2.178794e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.569586
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878216e-02 5.392014e-05 0.000000e+00
energy 4.046810e-01 2.463890e-03 4.046810e-03
displacement 2.178794e+01 1.376736e+00 1.501916e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.569586
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878216e-02 1.955260e-06 0.000000e+00
energy 4.046810e-01 7.182608e-05 4.046810e-03
displacement 2.178794e+01 1.504849e+01 1.410815e-10
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.569586
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878216e-02 1.354820e-13 0.000000e+00
energy 4.046810e-01 3.860496e-10 4.046810e-03
displacement 2.178794e+01 1.409810e-04 8.331924e-17
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.569586
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878216e-02 7.232267e-26 0.000000e+00
energy 4.046810e-01 1.727624e-19 4.046810e-03
displacement 2.178794e+01 8.331924e-11 7.972417e-30
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.569586
]0;(step 1/2: 57%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0381208
===== beginning time step 15 : 0.607706 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 9.173952e-05 0.000000e+00
energy 2.895811e-01 1.935793e-02 2.895811e-03
displacement 1.928567e+01 1.928567e+01 1.928567e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 4.315845e-05 0.000000e+00
energy 2.895811e-01 1.977475e-03 2.895811e-03
displacement 1.928567e+01 1.294693e+00 1.325630e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 1.521885e-06 0.000000e+00
energy 2.895811e-01 7.693645e-05 2.895811e-03
displacement 1.928567e+01 1.332360e+01 1.336816e-10
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 6.174987e-11 0.000000e+00
energy 2.895811e-01 8.071625e-09 2.895811e-03
displacement 1.928567e+01 1.396462e-04 4.462537e-13
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 6.469882e-13 0.000000e+00
energy 2.895811e-01 4.864844e-11 2.895811e-03
displacement 1.928567e+01 1.053252e-07 8.260203e-13
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 4.297399e-15 0.000000e+00
energy 2.895811e-01 5.822062e-13 2.895811e-03
displacement 1.928567e+01 1.711826e-09 8.620892e-13
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 6.450533e-18 0.000000e+00
energy 2.895811e-01 1.292548e-15 2.895811e-03
displacement 1.928567e+01 5.838061e-12 8.639045e-13
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
8
Nonlinear solution status: time= 0.607706
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.202635e-02 1.101274e-26 0.000000e+00
energy 2.895811e-01 1.639402e-23 2.895811e-03
displacement 1.928567e+01 4.651376e-15 8.639305e-13
------- converged at time : 0.607706
]0;(step 1/2: 61%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0330806
===== beginning time step 16 : 0.640787 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.640787
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.137071e-02 3.345440e-05 0.000000e+00
energy 4.602923e-01 1.011290e-02 4.602923e-03
displacement 1.112051e+01 1.112051e+01 1.112051e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.640787
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.137071e-02 2.003932e-05 0.000000e+00
energy 4.602923e-01 7.253323e-04 4.602923e-03
displacement 1.112051e+01 7.341561e-01 7.923671e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.640787
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.137071e-02 5.982785e-07 0.000000e+00
energy 4.602923e-01 9.649392e-06 4.602923e-03
displacement 1.112051e+01 7.820740e+00 8.128699e-10
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.640787
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.137071e-02 1.371216e-12 0.000000e+00
energy 4.602923e-01 4.116164e-10 4.602923e-03
displacement 1.112051e+01 8.261736e-04 8.631481e-13
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.640787
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.137071e-02 2.118848e-24 0.000000e+00
energy 4.602923e-01 2.625538e-18 4.602923e-03
displacement 1.112051e+01 8.349506e-11 8.639305e-13
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.640787
]0;(step 1/2: 64%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0346954
===== beginning time step 17 : 0.675482 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.675482
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383405e-03 1.918670e-05 0.000000e+00
energy 9.261905e-02 4.544206e-03 9.261905e-04
displacement 5.407807e+00 5.407807e+00 5.407807e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.675482
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383405e-03 1.126966e-05 0.000000e+00
energy 9.261905e-02 4.016207e-04 9.261905e-04
displacement 5.407807e+00 3.706434e-01 3.462949e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.675482
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383405e-03 1.515835e-07 0.000000e+00
energy 9.261905e-02 4.930284e-06 9.261905e-04
displacement 5.407807e+00 3.453643e+00 3.261450e-11
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.675482
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383405e-03 8.277877e-15 0.000000e+00
energy 9.261905e-02 1.200799e-11 9.261905e-04
displacement 5.407807e+00 3.261161e-05 1.661114e-18
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.675482
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383405e-03 1.311600e-26 0.000000e+00
energy 9.261905e-02 4.360484e-22 9.261905e-04
displacement 5.407807e+00 1.661115e-12 1.842144e-28
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.675482
]0;(step 1/2: 68%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0361562
===== beginning time step 18 : 0.711639 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.711639
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.259681e-04 1.072695e-05 0.000000e+00
energy 2.364325e-02 2.398728e-03 2.364325e-04
displacement 2.527428e+00 2.527428e+00 2.527428e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.711639
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.259681e-04 5.641522e-06 0.000000e+00
energy 2.364325e-02 1.991724e-04 2.364325e-04
displacement 2.527428e+00 1.742838e-01 1.754621e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.711639
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.259681e-04 2.916018e-08 0.000000e+00
energy 2.364325e-02 2.918623e-06 2.364325e-04
displacement 2.527428e+00 1.755771e+00 2.493310e-12
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.711639
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.259681e-04 4.162715e-17 0.000000e+00
energy 2.364325e-02 9.066093e-13 2.364325e-04
displacement 2.527428e+00 2.493070e-06 3.023341e-20
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.711639
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.259681e-04 1.136974e-26 0.000000e+00
energy 2.364325e-02 2.169760e-23 2.364325e-04
displacement 2.527428e+00 3.023341e-14 6.522389e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.711639
]0;(step 1/2: 71%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0374775
===== beginning time step 19 : 0.749116 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.749116
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050497e-04 1.910343e-06 0.000000e+00
energy 3.186840e-03 3.501784e-04 3.186840e-05
displacement 3.410305e-01 3.410305e-01 3.410305e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.749116
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050497e-04 7.316293e-07 0.000000e+00
energy 3.186840e-03 2.901736e-05 3.186840e-05
displacement 3.410305e-01 2.209508e-02 2.464715e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.749116
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050497e-04 5.876563e-10 0.000000e+00
energy 3.186840e-03 1.207112e-07 3.186840e-05
displacement 3.410305e-01 2.464445e-01 1.179266e-13
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.749116
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050497e-04 1.668664e-19 0.000000e+00
energy 3.186840e-03 2.421652e-14 3.186840e-05
displacement 3.410305e-01 1.179208e-07 1.861298e-22
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.749116
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050497e-04 1.068874e-26 0.000000e+00
energy 3.186840e-03 7.369587e-25 3.186840e-05
displacement 3.410305e-01 1.861299e-16 5.546539e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.749116
]0;(step 1/2: 75%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0386727
===== beginning time step 20 : 0.787789 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.787789
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.019556e-04 2.045721e-06 0.000000e+00
energy 3.068698e-03 3.368428e-04 3.068698e-05
displacement 3.179515e-01 3.179515e-01 3.179515e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.787789
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.019556e-04 7.384608e-07 0.000000e+00
energy 3.068698e-03 1.380507e-05 3.068698e-05
displacement 3.179515e-01 6.185193e-04 2.975597e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.787789
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.019556e-04 2.288192e-07 0.000000e+00
energy 3.068698e-03 1.973344e-05 3.068698e-05
displacement 3.179515e-01 2.230171e-01 6.389603e-09
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.787789
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.019556e-04 6.808418e-12 0.000000e+00
energy 3.068698e-03 1.614009e-09 3.068698e-05
displacement 3.179515e-01 6.387496e-03 4.734219e-16
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.787789
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.019556e-04 2.597344e-23 0.000000e+00
energy 3.068698e-03 2.060945e-17 3.068698e-05
displacement 3.179515e-01 4.734200e-10 3.896652e-27
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.787789
]0;(step 1/2: 79%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0397539
===== beginning time step 21 : 0.827543 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.827543
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.690926e-03 1.982432e-05 0.000000e+00
energy 8.304918e-02 3.928997e-03 8.304918e-04
displacement 3.824378e+00 3.824378e+00 3.824378e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.827543
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.690926e-03 8.498791e-06 0.000000e+00
energy 8.304918e-02 1.554892e-04 8.304918e-04
displacement 3.824378e+00 6.889883e-03 3.593886e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.827543
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.690926e-03 3.726202e-07 0.000000e+00
energy 8.304918e-02 1.124491e-04 8.304918e-04
displacement 3.824378e+00 3.322892e+00 6.369344e-09
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.827543
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.690926e-03 7.252422e-12 0.000000e+00
energy 8.304918e-02 4.031055e-09 8.304918e-04
displacement 3.824378e+00 6.365425e-03 9.677168e-16
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.827543
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.690926e-03 4.543680e-23 0.000000e+00
energy 8.304918e-02 2.253116e-17 8.304918e-04
displacement 3.824378e+00 9.677156e-10 6.961461e-27
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.827543
]0;(step 1/2: 83%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0407318
===== beginning time step 22 : 0.868275 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.868275
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.506567e-03 5.908278e-05 0.000000e+00
energy 2.070923e-01 1.037484e-02 2.070923e-03
displacement 1.029683e+01 1.029683e+01 1.029683e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.868275
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.506567e-03 2.100911e-05 0.000000e+00
energy 2.070923e-01 3.875284e-04 2.070923e-03
displacement 1.029683e+01 1.760012e-02 9.686758e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.868275
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.506567e-03 2.945570e-06 0.000000e+00
energy 2.070923e-01 4.190960e-04 2.070923e-03
displacement 1.029683e+01 8.507715e+00 5.035303e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.868275
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.506567e-03 9.916340e-10 0.000000e+00
energy 2.070923e-01 8.680253e-09 2.070923e-03
displacement 1.029683e+01 5.029894e-02 5.367569e-14
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.868275
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.506567e-03 4.967182e-19 0.000000e+00
energy 2.070923e-01 3.035338e-14 2.070923e-03
displacement 1.029683e+01 5.367411e-08 4.713325e-23
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.868275
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.506567e-03 1.222263e-26 0.000000e+00
energy 2.070923e-01 5.203807e-25 2.070923e-03
displacement 1.029683e+01 4.708154e-17 3.895207e-27
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.868275
]0;(step 1/2: 87%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 23 : 0.909006 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.909006
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.067420e-03 1.008332e-04 0.000000e+00
energy 1.535665e-01 1.714811e-02 1.535665e-03
displacement 1.579187e+01 1.579187e+01 1.579187e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.909006
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.067420e-03 4.023645e-05 0.000000e+00
energy 1.535665e-01 7.311399e-04 1.535665e-03
displacement 1.579187e+01 2.777632e-02 1.479476e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.909006
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.067420e-03 8.310002e-06 0.000000e+00
energy 1.535665e-01 5.902557e-04 1.535665e-03
displacement 1.579187e+01 1.175361e+01 2.558425e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.909006
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.067420e-03 2.827635e-08 0.000000e+00
energy 1.535665e-01 7.746544e-08 1.535665e-03
displacement 1.579187e+01 2.552542e-01 1.494755e-12
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.909006
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.067420e-03 4.049124e-16 0.000000e+00
energy 1.535665e-01 4.030292e-12 1.535665e-03
displacement 1.579187e+01 1.494484e-06 1.257795e-19
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.909006
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.067420e-03 1.009591e-26 0.000000e+00
energy 1.535665e-01 4.024422e-23 1.535665e-03
displacement 1.579187e+01 1.257795e-13 5.112363e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.909006
]0;(step 1/2: 91%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 24 : 0.949738 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 1.377176e-04 0.000000e+00
energy 1.772430e-01 2.250384e-02 1.772430e-03
displacement 2.039574e+01 2.039574e+01 2.039574e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 5.214419e-05 0.000000e+00
energy 1.772430e-01 9.860919e-04 1.772430e-03
displacement 2.039574e+01 4.855979e-02 1.894271e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 4.277047e-06 0.000000e+00
energy 1.772430e-01 3.244076e-04 1.772430e-03
displacement 2.039574e+01 1.769413e+01 3.481767e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 2.406283e-09 0.000000e+00
energy 1.772430e-01 4.579953e-08 1.772430e-03
displacement 2.039574e+01 3.479331e-02 9.422002e-13
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 8.669097e-13 0.000000e+00
energy 1.772430e-01 6.222617e-11 1.772430e-03
displacement 2.039574e+01 3.252325e-07 1.448632e-12
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 1.080362e-14 0.000000e+00
energy 1.772430e-01 1.297263e-12 1.772430e-03
displacement 2.039574e+01 1.081319e-09 1.469912e-12
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 1.231963e-17 0.000000e+00
energy 1.772430e-01 2.788877e-15 1.772430e-03
displacement 2.039574e+01 1.070304e-11 1.471141e-12
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
8
Nonlinear solution status: time= 0.949738
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.751612e-03 1.229249e-21 0.000000e+00
energy 1.772430e-01 2.027840e-19 1.772430e-03
displacement 2.039574e+01 5.069518e-15 1.471153e-12
------- converged at time : 0.949738
]0;(step 1/2: 95%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0353418
===== beginning time step 25 : 0.98508 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 0.98508
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.826923e-02 1.256695e-04 0.000000e+00
energy 1.011482e+00 2.443813e-02 1.011482e-02
displacement 2.458668e+01 2.458668e+01 2.458668e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 0.98508
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.826923e-02 4.351740e-05 0.000000e+00
energy 1.011482e+00 8.091689e-04 1.011482e-02
displacement 2.458668e+01 4.460758e-02 2.308230e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 0.98508
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.826923e-02 4.072307e-06 0.000000e+00
energy 1.011482e+00 1.398875e-03 1.011482e-02
displacement 2.458668e+01 1.929624e+01 1.815195e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 0.98508
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.826923e-02 1.993156e-09 0.000000e+00
energy 1.011482e+00 1.061761e-07 1.011482e-02
displacement 2.458668e+01 1.810189e-01 1.781351e-12
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 0.98508
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.826923e-02 6.278692e-19 0.000000e+00
energy 1.011482e+00 1.912840e-14 1.011482e-02
displacement 2.458668e+01 1.206120e-07 1.471155e-12
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 0.98508
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.826923e-02 1.241436e-26 0.000000e+00
energy 1.011482e+00 1.512503e-24 1.011482e-02
displacement 2.458668e+01 2.084632e-16 1.471153e-12
------- converged at time : 0.98508
]0;(step 1/2: 99%) tempModel.feb - FEBio 2.9.1.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.0149201
===== beginning time step 26 : 1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.685685e-03 2.369160e-05 0.000000e+00
energy 4.430045e-02 4.261205e-03 4.430045e-04
displacement 3.782978e+00 3.782978e+00 3.782978e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.685685e-03 1.055242e-05 0.000000e+00
energy 4.430045e-02 2.059937e-04 4.430045e-04
displacement 3.782978e+00 9.469480e-03 3.526849e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.685685e-03 6.255407e-07 0.000000e+00
energy 4.430045e-02 6.687364e-05 4.430045e-04
displacement 3.782978e+00 3.171635e+00 1.599316e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.685685e-03 1.714917e-10 0.000000e+00
energy 4.430045e-02 3.156007e-09 4.430045e-04
displacement 3.782978e+00 1.598249e-02 1.472460e-14
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.685685e-03 1.103719e-19 0.000000e+00
energy 4.430045e-02 8.048726e-15 4.430045e-04
displacement 3.782978e+00 1.472400e-08 1.304109e-23
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.685685e-03 1.238916e-26 0.000000e+00
energy 4.430045e-02 5.972656e-25 4.430045e-04
displacement 3.782978e+00 1.303741e-17 3.926606e-30
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 1
]0;(step 1/2: 100%) tempModel.feb - FEBio 2.9.1.0
N O N L I N E A R I T E R A T I O N I N F O R M A T I O N
Number of time steps completed .................... : 26
Total number of equilibrium iterations ............ : 157
Average number of equilibrium iterations .......... : 6.03846
Total number of right hand evaluations ............ : 187
Total number of stiffness reformations ............ : 157
Time in linear solver: 0:00:07
===== beginning time step 1 : 1.05 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 1.504703e-02 0.000000e+00
energy 3.198568e-01 1.417509e-02 3.198568e-03
displacement 1.176529e+01 1.176529e+01 1.176529e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 3.290843e-04 0.000000e+00
energy 3.198568e-01 6.590753e-03 3.198568e-03
displacement 1.176529e+01 4.710889e+00 1.217801e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 1.776238e-05 0.000000e+00
energy 3.198568e-01 1.070651e-03 3.198568e-03
displacement 1.176529e+01 9.638402e-01 1.269185e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 7.965298e-07 0.000000e+00
energy 3.198568e-01 7.163767e-05 3.198568e-03
displacement 1.176529e+01 1.993225e-01 1.362751e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 1.750811e-07 0.000000e+00
energy 3.198568e-01 4.911168e-06 3.198568e-03
displacement 1.176529e+01 6.676390e-03 1.380268e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 2.156640e-07 0.000000e+00
energy 3.198568e-01 2.365773e-06 3.198568e-03
displacement 1.176529e+01 5.095232e-04 1.381781e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 2.866133e-08 0.000000e+00
energy 3.198568e-01 9.430678e-07 3.198568e-03
displacement 1.176529e+01 6.996410e-04 1.385223e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
8
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 8
step from line search = 0.576664
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 1.534543e-08 0.000000e+00
energy 3.198568e-01 3.685539e-07 3.198568e-03
displacement 1.176529e+01 3.282752e-05 1.384506e-05
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
9
Nonlinear solution status: time= 1.05
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 9
step from line search = 0.371939
convergence norms : INITIAL CURRENT REQUIRED
residual 1.878612e-02 1.162785e-08 0.000000e+00
energy 3.198568e-01 1.188649e-07 3.198568e-03
displacement 1.176529e+01 4.566685e-06 1.384769e-05
------- converged at time : 1.05
]0;(step 2/2: 5%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0409166
===== beginning time step 2 : 1.09092 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 1.832205e-03 0.000000e+00
energy 4.607896e-01 5.995758e-02 4.607896e-03
displacement 1.052409e+01 1.052409e+01 1.052409e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 1.912410e-04 0.000000e+00
energy 4.607896e-01 5.988459e-03 4.607896e-03
displacement 1.052409e+01 4.226523e-01 8.067861e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 7.496505e-06 0.000000e+00
energy 4.607896e-01 3.889619e-04 4.607896e-03
displacement 1.052409e+01 7.387850e-01 7.273399e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 1.527309e-07 0.000000e+00
energy 4.607896e-01 2.826097e-05 4.607896e-03
displacement 1.052409e+01 5.857231e-02 7.660315e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 2.960273e-08 0.000000e+00
energy 4.607896e-01 5.719124e-07 4.607896e-03
displacement 1.052409e+01 1.418240e-03 7.737321e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 7.629534e-13 0.000000e+00
energy 4.607896e-01 1.051061e-09 4.607896e-03
displacement 1.052409e+01 2.809071e-05 7.741945e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.09092
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.877036e-02 4.989878e-22 0.000000e+00
energy 4.607896e-01 7.805848e-17 4.607896e-03
displacement 1.052409e+01 1.071084e-09 7.741958e-06
------- converged at time : 1.09092
]0;(step 2/2: 9%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0379185
===== beginning time step 3 : 1.12884 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 1.262337e-03 0.000000e+00
energy 2.810220e-01 4.119510e-02 2.810220e-03
displacement 6.287344e+00 6.287344e+00 6.287344e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 1.036870e-04 0.000000e+00
energy 2.810220e-01 3.680184e-03 2.810220e-03
displacement 6.287344e+00 3.200044e-01 4.565060e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 9.530621e-06 0.000000e+00
energy 2.810220e-01 1.777787e-04 2.810220e-03
displacement 6.287344e+00 3.323755e-01 4.112148e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 1.618652e-07 0.000000e+00
energy 2.810220e-01 1.677026e-05 2.810220e-03
displacement 6.287344e+00 3.965375e-02 4.300436e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 1.991868e-08 0.000000e+00
energy 2.810220e-01 5.335007e-07 2.810220e-03
displacement 6.287344e+00 8.177480e-04 4.346392e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 1.367796e-09 0.000000e+00
energy 2.810220e-01 4.752552e-08 2.810220e-03
displacement 6.287344e+00 1.414359e-05 4.349682e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.12884
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.473491e-02 7.868295e-16 0.000000e+00
energy 2.810220e-01 8.755655e-12 2.810220e-03
displacement 6.287344e+00 9.886574e-07 4.350096e-06
------- converged at time : 1.12884
]0;(step 2/2: 13%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0351428
===== beginning time step 4 : 1.16398 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 7.858630e-04 0.000000e+00
energy 1.482046e-01 2.268778e-02 1.482046e-03
displacement 3.289994e+00 3.289994e+00 3.289994e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 4.815784e-05 0.000000e+00
energy 1.482046e-01 1.947627e-03 1.482046e-03
displacement 3.289994e+00 2.208464e-01 2.351996e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 1.596780e-06 0.000000e+00
energy 1.482046e-01 9.900711e-05 1.482046e-03
displacement 3.289994e+00 1.314161e-01 2.159479e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 1.707492e-07 0.000000e+00
energy 1.482046e-01 7.242838e-06 1.482046e-03
displacement 3.289994e+00 9.599782e-03 2.257142e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 5.296349e-09 0.000000e+00
energy 1.482046e-01 4.358940e-07 1.482046e-03
displacement 3.289994e+00 5.496423e-04 2.279910e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 6.078854e-14 0.000000e+00
energy 1.482046e-01 4.355240e-10 1.482046e-03
displacement 3.289994e+00 8.267402e-06 2.282656e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.16398
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.336226e-02 4.856336e-23 0.000000e+00
energy 1.482046e-01 6.648092e-17 1.482046e-03
displacement 3.289994e+00 2.253486e-10 2.282670e-06
------- converged at time : 1.16398
]0;(step 2/2: 16%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.032573
===== beginning time step 5 : 1.19655 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 4.375137e-04 0.000000e+00
energy 6.080915e-02 9.632898e-03 6.080915e-04
displacement 1.330661e+00 1.330661e+00 1.330661e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 1.705854e-05 0.000000e+00
energy 6.080915e-02 8.067692e-04 6.080915e-04
displacement 1.330661e+00 1.233772e-01 9.715570e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 9.907979e-07 0.000000e+00
energy 6.080915e-02 5.525494e-05 6.080915e-04
displacement 1.330661e+00 3.569110e-02 9.362995e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 5.882160e-08 0.000000e+00
energy 6.080915e-02 2.448009e-06 6.080915e-04
displacement 1.330661e+00 4.399703e-03 9.737577e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 1.428357e-08 0.000000e+00
energy 6.080915e-02 1.345047e-07 6.080915e-04
displacement 1.330661e+00 9.378125e-05 9.815752e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 4.300459e-09 0.000000e+00
energy 6.080915e-02 8.103807e-08 6.080915e-04
displacement 1.330661e+00 1.388703e-05 9.818521e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 6.894155e-16 0.000000e+00
energy 6.080915e-02 3.492793e-12 6.080915e-04
displacement 1.330661e+00 2.081414e-06 9.822254e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
8
Nonlinear solution status: time= 1.19655
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.574748e-03 1.292307e-26 0.000000e+00
energy 6.080915e-02 1.762768e-21 6.080915e-04
displacement 1.330661e+00 7.267373e-13 9.822261e-07
------- converged at time : 1.19655
]0;(step 2/2: 20%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.028276
===== beginning time step 6 : 1.22483 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.22483
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.303024e-03 1.929321e-04 0.000000e+00
energy 1.419446e-02 1.993403e-03 1.419446e-04
displacement 3.079439e-01 3.079439e-01 3.079439e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.22483
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.303024e-03 4.238821e-06 0.000000e+00
energy 1.419446e-02 2.403266e-04 1.419446e-04
displacement 3.079439e-01 5.598747e-02 2.649800e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.22483
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.303024e-03 1.455782e-07 0.000000e+00
energy 1.419446e-02 1.016298e-05 1.419446e-04
displacement 3.079439e-01 8.100640e-03 2.812127e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.22483
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.303024e-03 2.030771e-08 0.000000e+00
energy 1.419446e-02 5.736123e-07 1.419446e-04
displacement 3.079439e-01 5.640508e-04 2.931955e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.22483
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.303024e-03 8.681022e-13 0.000000e+00
energy 1.419446e-02 2.493350e-09 1.419446e-04
displacement 3.079439e-01 3.305846e-05 2.954396e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.22483
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.303024e-03 2.147412e-20 0.000000e+00
energy 1.419446e-02 5.568018e-15 1.419446e-04
displacement 3.079439e-01 6.461743e-09 2.954622e-07
------- converged at time : 1.22483
]0;(step 2/2: 22%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 7 : 1.2531 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.2531
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.250030e-04 7.414699e-05 0.000000e+00
energy 1.441009e-03 4.560119e-04 1.441009e-05
displacement 3.208531e-02 3.208531e-02 3.208531e-08
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.2531
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.250030e-04 8.576456e-07 0.000000e+00
energy 1.441009e-03 5.979436e-05 1.441009e-05
displacement 3.208531e-02 2.281445e-02 7.788671e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.2531
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.250030e-04 1.510327e-08 0.000000e+00
energy 1.441009e-03 1.354023e-06 1.441009e-05
displacement 3.208531e-02 2.076035e-03 9.409403e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.2531
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.250030e-04 7.788902e-14 0.000000e+00
energy 1.441009e-03 5.608968e-10 1.441009e-05
displacement 3.208531e-02 2.421739e-05 9.596430e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.2531
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.250030e-04 1.060046e-23 0.000000e+00
energy 1.441009e-03 2.512942e-17 1.441009e-05
displacement 3.208531e-02 1.733385e-10 9.596871e-08
------- converged at time : 1.2531
]0;(step 2/2: 25%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0303495
===== beginning time step 8 : 1.28345 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.28345
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.384925e-04 3.730957e-05 0.000000e+00
energy 5.682137e-03 2.385435e-05 5.682137e-05
displacement 1.262754e-01 1.262754e-01 1.262754e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.28345
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.384925e-04 3.405176e-07 0.000000e+00
energy 5.682137e-03 2.714731e-05 5.682137e-05
displacement 1.262754e-01 1.061190e-02 1.365308e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.28345
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.384925e-04 4.737539e-09 0.000000e+00
energy 5.682137e-03 4.120892e-07 5.682137e-05
displacement 1.262754e-01 8.576421e-04 1.455262e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.28345
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.384925e-04 2.797038e-15 0.000000e+00
energy 5.682137e-03 3.721206e-11 5.682137e-05
displacement 1.262754e-01 4.826045e-06 1.462975e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.28345
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.384925e-04 2.089555e-26 0.000000e+00
energy 5.682137e-03 8.325312e-20 5.682137e-05
displacement 1.262754e-01 4.219677e-12 1.462983e-07
------- converged at time : 1.28345
]0;(step 2/2: 28%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.032225
===== beginning time step 9 : 1.31568 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.31568
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.226690e-03 1.420206e-04 0.000000e+00
energy 3.396634e-02 4.662440e-03 3.396634e-04
displacement 7.355665e-01 7.355665e-01 7.355665e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.31568
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.226690e-03 2.936736e-06 0.000000e+00
energy 3.396634e-02 1.719790e-04 3.396634e-04
displacement 7.355665e-01 3.662105e-02 5.328284e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.31568
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.226690e-03 4.309661e-08 0.000000e+00
energy 3.396634e-02 2.859689e-06 3.396634e-04
displacement 7.355665e-01 3.126402e-03 5.128863e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.31568
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.226690e-03 5.644579e-12 0.000000e+00
energy 3.396634e-02 4.420899e-09 3.396634e-04
displacement 7.355665e-01 1.004825e-04 5.156967e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.31568
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.226690e-03 1.871960e-20 0.000000e+00
energy 3.396634e-02 6.738697e-15 3.396634e-04
displacement 7.355665e-01 8.326515e-09 5.157200e-07
------- converged at time : 1.31568
]0;(step 2/2: 32%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0339216
===== beginning time step 10 : 1.3496 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.3496
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.813246e-03 4.456062e-04 0.000000e+00
energy 9.358239e-02 1.461789e-02 9.358239e-04
displacement 2.020726e+00 2.020726e+00 2.020726e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.3496
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.813246e-03 2.137694e-05 0.000000e+00
energy 9.358239e-02 9.749314e-04 9.358239e-04
displacement 2.020726e+00 1.197409e-01 1.389610e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.3496
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.813246e-03 3.165519e-07 0.000000e+00
energy 9.358239e-02 1.813790e-05 9.358239e-04
displacement 2.020726e+00 2.404977e-02 1.201479e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.3496
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.813246e-03 1.325087e-12 0.000000e+00
energy 9.358239e-02 5.304425e-09 9.358239e-04
displacement 2.020726e+00 2.771422e-04 1.198681e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.3496
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.813246e-03 4.878200e-22 0.000000e+00
energy 9.358239e-02 4.273649e-16 9.358239e-04
displacement 2.020726e+00 2.366592e-09 1.198685e-06
------- converged at time : 1.3496
]0;(step 2/2: 35%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0354562
===== beginning time step 11 : 1.38506 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.38506
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.736635e-02 8.862697e-04 0.000000e+00
energy 1.875468e-01 2.844312e-02 1.875468e-03
displacement 4.086216e+00 4.086216e+00 4.086216e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.38506
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.736635e-02 7.667070e-05 0.000000e+00
energy 1.875468e-01 2.705679e-03 1.875468e-03
displacement 4.086216e+00 2.478359e-01 2.842760e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.38506
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.736635e-02 2.492774e-06 0.000000e+00
energy 1.875468e-01 9.973944e-05 1.875468e-03
displacement 4.086216e+00 1.066569e-01 2.319170e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.38506
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.736635e-02 6.506315e-08 0.000000e+00
energy 1.875468e-01 3.644695e-07 1.875468e-03
displacement 4.086216e+00 2.675433e-03 2.319951e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.38506
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.736635e-02 2.946003e-11 0.000000e+00
energy 1.875468e-01 4.150888e-10 1.875468e-03
displacement 4.086216e+00 2.010511e-05 2.322362e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.38506
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.736635e-02 2.288156e-20 0.000000e+00
energy 1.875468e-01 1.766913e-15 1.875468e-03
displacement 4.086216e+00 5.922833e-09 2.322351e-06
------- converged at time : 1.38506
]0;(step 2/2: 39%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 12 : 1.42051 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 1.243608e-03 0.000000e+00
energy 2.793359e-01 3.995441e-02 2.793359e-03
displacement 6.199117e+00 6.199117e+00 6.199117e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 1.444514e-04 0.000000e+00
energy 2.793359e-01 4.483803e-03 2.793359e-03
displacement 6.199117e+00 3.588577e-01 4.409941e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 3.021537e-06 0.000000e+00
energy 2.793359e-01 1.064336e-04 2.793359e-03
displacement 6.199117e+00 3.651528e-01 3.846785e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 1.428188e-07 0.000000e+00
energy 2.793359e-01 5.425275e-06 2.793359e-03
displacement 6.199117e+00 6.287960e-03 3.946289e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 4.386730e-08 0.000000e+00
energy 2.793359e-01 3.824818e-07 2.793359e-03
displacement 6.199117e+00 1.632667e-04 3.959326e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 2.612092e-08 0.000000e+00
energy 2.793359e-01 2.849165e-07 2.793359e-03
displacement 6.199117e+00 9.236269e-06 3.958978e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.42051
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 7
step from line search = 0.577260
convergence norms : INITIAL CURRENT REQUIRED
residual 2.529479e-02 4.454634e-09 0.000000e+00
energy 2.793359e-01 6.878108e-08 2.793359e-03
displacement 6.199117e+00 2.726442e-06 3.959370e-06
------- converged at time : 1.42051
]0;(step 2/2: 42%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0328631
===== beginning time step 13 : 1.45337 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 1.192671e-03 0.000000e+00
energy 3.031385e-01 3.806087e-02 3.031385e-03
displacement 6.812917e+00 6.812917e+00 6.812917e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 1.812869e-04 0.000000e+00
energy 3.031385e-01 5.054310e-03 3.031385e-03
displacement 6.812917e+00 3.633675e-01 5.138069e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 3.451282e-06 0.000000e+00
energy 3.031385e-01 4.150886e-04 3.031385e-03
displacement 6.812917e+00 8.815192e-01 5.333617e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 2.315821e-07 0.000000e+00
energy 3.031385e-01 2.166252e-05 3.031385e-03
displacement 6.812917e+00 8.440489e-02 6.025104e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 4.510288e-08 0.000000e+00
energy 3.031385e-01 1.212874e-06 3.031385e-03
displacement 6.812917e+00 1.099955e-03 6.099346e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 2.243347e-10 0.000000e+00
energy 3.031385e-01 2.043669e-08 3.031385e-03
displacement 6.812917e+00 4.774992e-05 6.106315e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.45337
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.672544e-02 5.490146e-14 0.000000e+00
energy 3.031385e-01 1.602019e-11 3.031385e-03
displacement 6.812917e+00 5.081370e-08 6.106367e-06
------- converged at time : 1.45337
]0;(step 2/2: 45%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0304624
===== beginning time step 14 : 1.48384 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.48384
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503658e-02 1.027329e-03 0.000000e+00
energy 2.943382e-01 3.533198e-02 2.943382e-03
displacement 6.746871e+00 6.746871e+00 6.746871e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.48384
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503658e-02 1.847053e-04 0.000000e+00
energy 2.943382e-01 5.027918e-03 2.943382e-03
displacement 6.746871e+00 3.841146e-01 5.009111e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.48384
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503658e-02 4.768227e-06 0.000000e+00
energy 2.943382e-01 6.375296e-04 2.943382e-03
displacement 6.746871e+00 1.954617e+00 6.608594e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.48384
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503658e-02 5.190199e-08 0.000000e+00
energy 2.943382e-01 1.822043e-05 2.943382e-03
displacement 6.746871e+00 2.356263e-01 8.246463e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.48384
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503658e-02 7.809958e-12 0.000000e+00
energy 2.943382e-01 3.880040e-08 2.943382e-03
displacement 6.746871e+00 1.333622e-03 8.352962e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.48384
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503658e-02 9.639354e-19 0.000000e+00
energy 2.943382e-01 1.798900e-13 2.943382e-03
displacement 6.746871e+00 2.356302e-07 8.354185e-06
------- converged at time : 1.48384
]0;(step 2/2: 48%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 15 : 1.5143 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 2.027119e-03 0.000000e+00
energy 3.035054e-01 3.070288e-02 3.035054e-03
displacement 7.065163e+00 7.065163e+00 7.065163e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 4.949879e-05 0.000000e+00
energy 3.035054e-01 2.387024e-03 3.035054e-03
displacement 7.065163e+00 1.200700e+00 4.289190e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 1.292261e-06 0.000000e+00
energy 3.035054e-01 7.346179e-05 3.035054e-03
displacement 7.065163e+00 4.736172e-01 4.400556e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 2.053139e-08 0.000000e+00
energy 3.035054e-01 3.346213e-07 3.035054e-03
displacement 7.065163e+00 2.856131e-02 4.489934e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 3.771232e-09 0.000000e+00
energy 3.035054e-01 5.150221e-08 3.035054e-03
displacement 7.065163e+00 9.179038e-05 4.496497e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 1.677446e-15 0.000000e+00
energy 3.035054e-01 1.122456e-11 3.035054e-03
displacement 7.065163e+00 6.037350e-06 4.497238e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.5143
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503188e-02 1.073048e-26 0.000000e+00
energy 3.035054e-01 7.501041e-23 3.035054e-03
displacement 7.065163e+00 1.166820e-12 4.497237e-06
------- converged at time : 1.5143
]0;(step 2/2: 51%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0282398
===== beginning time step 16 : 1.54254 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.54254
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.990962e-02 9.123469e-04 0.000000e+00
energy 2.432694e-01 3.083261e-02 2.432694e-03
displacement 5.824555e+00 5.824555e+00 5.824555e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.54254
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.990962e-02 1.097604e-04 0.000000e+00
energy 2.432694e-01 3.194108e-03 2.432694e-03
displacement 5.824555e+00 1.821613e-01 4.548840e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.54254
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.990962e-02 7.920047e-07 0.000000e+00
energy 2.432694e-01 1.170689e-04 2.432694e-03
displacement 5.824555e+00 3.944873e-01 3.900039e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.54254
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.990962e-02 1.343140e-08 0.000000e+00
energy 2.432694e-01 3.195916e-06 2.432694e-03
displacement 5.824555e+00 1.198044e-02 4.023054e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.54254
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.990962e-02 2.654204e-09 0.000000e+00
energy 2.432694e-01 3.310035e-08 2.432694e-03
displacement 5.824555e+00 9.833558e-05 4.034504e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.54254
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.990962e-02 1.178096e-14 0.000000e+00
energy 2.432694e-01 6.039454e-11 2.432694e-03
displacement 5.824555e+00 2.310259e-06 4.034816e-06
------- converged at time : 1.54254
]0;(step 2/2: 54%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 17 : 1.57078 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 9.140340e-04 0.000000e+00
energy 2.222124e-01 2.906903e-02 2.222124e-03
displacement 5.244556e+00 5.244556e+00 5.244556e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 8.043438e-05 0.000000e+00
energy 2.222124e-01 2.818606e-03 2.222124e-03
displacement 5.244556e+00 2.199233e-01 3.986178e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 4.479094e-06 0.000000e+00
energy 2.222124e-01 1.651401e-04 2.222124e-03
displacement 5.244556e+00 3.038844e-01 3.597298e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 2.055548e-07 0.000000e+00
energy 2.222124e-01 1.355885e-06 2.222124e-03
displacement 5.244556e+00 2.387731e-02 3.729812e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 4.887693e-09 0.000000e+00
energy 2.222124e-01 2.694964e-07 2.222124e-03
displacement 5.244556e+00 6.960096e-04 3.760735e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 4.377864e-14 0.000000e+00
energy 2.222124e-01 2.166039e-10 2.222124e-03
displacement 5.244556e+00 6.646159e-06 3.763266e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.57078
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.859119e-02 1.512668e-23 0.000000e+00
energy 2.222124e-01 2.105726e-17 2.222124e-03
displacement 5.244556e+00 1.272489e-10 3.763276e-06
------- converged at time : 1.57078
]0;(step 2/2: 57%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0261821
===== beginning time step 18 : 1.59696 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 7.469565e-04 0.000000e+00
energy 1.609699e-01 2.226109e-02 1.609699e-03
displacement 3.746946e+00 3.746946e+00 3.746946e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 5.460767e-05 0.000000e+00
energy 1.609699e-01 1.948780e-03 1.609699e-03
displacement 3.746946e+00 2.097448e-01 2.764512e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 1.762784e-06 0.000000e+00
energy 1.609699e-01 1.093483e-04 1.609699e-03
displacement 3.746946e+00 1.653996e-01 2.515114e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 5.231817e-08 0.000000e+00
energy 1.609699e-01 6.488007e-06 1.609699e-03
displacement 3.746946e+00 1.191182e-02 2.605341e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 7.353282e-09 0.000000e+00
energy 1.609699e-01 1.516916e-07 1.609699e-03
displacement 3.746946e+00 1.883433e-04 2.621790e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 2.706554e-09 0.000000e+00
energy 1.609699e-01 1.036594e-08 1.609699e-03
displacement 3.746946e+00 4.059011e-06 2.622708e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.59696
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.381141e-02 1.656723e-15 0.000000e+00
energy 1.609699e-01 4.838740e-13 1.609699e-03
displacement 3.746946e+00 1.497671e-06 2.622938e-06
------- converged at time : 1.59696
]0;(step 2/2: 60%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.024277
===== beginning time step 19 : 1.62124 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.62124
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.610904e-03 5.967447e-04 0.000000e+00
energy 1.093864e-01 1.714111e-02 1.093864e-03
displacement 2.509856e+00 2.509856e+00 2.509856e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.62124
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.610904e-03 3.442861e-05 0.000000e+00
energy 1.093864e-01 1.450893e-03 1.093864e-03
displacement 2.509856e+00 1.742795e-01 1.762064e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.62124
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.610904e-03 8.699175e-07 0.000000e+00
energy 1.093864e-01 5.285301e-05 1.093864e-03
displacement 2.509856e+00 9.260089e-02 1.610342e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.62124
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.610904e-03 5.569232e-08 0.000000e+00
energy 1.093864e-01 5.541337e-06 1.093864e-03
displacement 2.509856e+00 5.268527e-03 1.670430e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.62124
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.610904e-03 1.181110e-09 0.000000e+00
energy 1.093864e-01 9.661895e-08 1.093864e-03
displacement 2.509856e+00 2.252484e-04 1.684237e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.62124
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.610904e-03 4.836338e-16 0.000000e+00
energy 1.093864e-01 9.078423e-12 1.093864e-03
displacement 2.509856e+00 1.001918e-06 1.685063e-06
------- converged at time : 1.62124
]0;(step 2/2: 62%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 20 : 1.64551 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.64551
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.257155e-03 4.954263e-04 0.000000e+00
energy 8.140693e-02 1.300161e-02 8.140693e-04
displacement 1.856842e+00 1.856842e+00 1.856842e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.64551
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.257155e-03 2.838554e-05 0.000000e+00
energy 8.140693e-02 1.091105e-03 8.140693e-04
displacement 1.856842e+00 1.496685e-01 1.300842e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.64551
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.257155e-03 2.280380e-06 0.000000e+00
energy 8.140693e-02 4.972080e-05 8.140693e-04
displacement 1.856842e+00 7.150163e-02 1.210235e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.64551
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.257155e-03 9.909587e-08 0.000000e+00
energy 8.140693e-02 4.186747e-06 8.140693e-04
displacement 1.856842e+00 5.967090e-03 1.257023e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.64551
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.257155e-03 1.428101e-10 0.000000e+00
energy 8.140693e-02 8.288589e-08 8.140693e-04
displacement 1.856842e+00 2.738819e-04 1.271327e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.64551
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.257155e-03 6.786307e-17 0.000000e+00
energy 8.140693e-02 2.601449e-12 8.140693e-04
displacement 1.856842e+00 3.311299e-07 1.271835e-06
------- converged at time : 1.64551
]0;(step 2/2: 65%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 21 : 1.66979 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 3.806635e-04 0.000000e+00
energy 5.400356e-02 8.555180e-03 5.400356e-04
displacement 1.223431e+00 1.223431e+00 1.223431e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 1.350013e-05 0.000000e+00
energy 5.400356e-02 6.772763e-04 5.400356e-04
displacement 1.223431e+00 1.167011e-01 8.737795e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 3.924911e-07 0.000000e+00
energy 5.400356e-02 3.278950e-05 5.400356e-04
displacement 1.223431e+00 3.310878e-02 8.343539e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 1.814222e-08 0.000000e+00
energy 5.400356e-02 1.392176e-06 5.400356e-04
displacement 1.223431e+00 3.274072e-03 8.719481e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 2.850837e-09 0.000000e+00
energy 5.400356e-02 5.542973e-08 5.400356e-04
displacement 1.223431e+00 3.921456e-05 8.768416e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 4.726566e-10 0.000000e+00
energy 5.400356e-02 1.780391e-10 5.400356e-04
displacement 1.223431e+00 1.357043e-06 8.774836e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.66979
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.886269e-03 1.377345e-17 0.000000e+00
energy 5.400356e-02 1.248787e-13 5.400356e-04
displacement 1.223431e+00 1.009327e-07 8.775630e-07
------- converged at time : 1.66979
]0;(step 2/2: 67%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0225132
===== beginning time step 22 : 1.69231 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.69231
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.400421e-03 2.438586e-04 0.000000e+00
energy 2.627427e-02 4.065090e-03 2.627427e-04
displacement 5.881268e-01 5.881268e-01 5.881268e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.69231
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.400421e-03 5.973679e-06 0.000000e+00
energy 2.627427e-02 3.311299e-04 2.627427e-04
displacement 5.881268e-01 7.568206e-02 4.438552e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.69231
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.400421e-03 2.730152e-07 0.000000e+00
energy 2.627427e-02 1.490181e-05 2.627427e-04
displacement 5.881268e-01 1.324371e-02 4.439534e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.69231
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.400421e-03 1.311336e-08 0.000000e+00
energy 2.627427e-02 8.093055e-07 2.627427e-04
displacement 5.881268e-01 1.044594e-03 4.580160e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.69231
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.400421e-03 2.058900e-10 0.000000e+00
energy 2.627427e-02 4.161937e-09 2.627427e-04
displacement 5.881268e-01 7.146310e-05 4.624177e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.69231
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.400421e-03 8.177329e-18 0.000000e+00
energy 2.627427e-02 2.061291e-13 2.627427e-04
displacement 5.881268e-01 6.729104e-08 4.625078e-07
------- converged at time : 1.69231
]0;(step 2/2: 69%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 23 : 1.71482 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.71482
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095174e-03 1.524476e-04 0.000000e+00
energy 1.198711e-02 1.599703e-03 1.198711e-04
displacement 2.671528e-01 2.671528e-01 2.671528e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.71482
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095174e-03 2.330141e-06 0.000000e+00
energy 1.198711e-02 1.503030e-04 1.198711e-04
displacement 2.671528e-01 4.947169e-02 2.320427e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.71482
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095174e-03 9.637549e-08 0.000000e+00
energy 1.198711e-02 4.875544e-06 1.198711e-04
displacement 2.671528e-01 5.501317e-03 2.453596e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.71482
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095174e-03 1.575862e-09 0.000000e+00
energy 1.198711e-02 8.362233e-08 1.198711e-04
displacement 2.671528e-01 2.990799e-04 2.529001e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.71482
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095174e-03 1.753332e-10 0.000000e+00
energy 1.198711e-02 1.774248e-10 1.198711e-04
displacement 2.671528e-01 8.154058e-07 2.532378e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.71482
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095174e-03 7.323164e-18 0.000000e+00
energy 1.198711e-02 3.159193e-13 1.198711e-04
displacement 2.671528e-01 9.171323e-08 2.532661e-07
------- converged at time : 1.71482
]0;(step 2/2: 71%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 24 : 1.73733 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.73733
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.943732e-04 7.999077e-05 0.000000e+00
energy 3.303700e-03 4.224862e-05 3.303700e-05
displacement 7.388457e-02 7.388457e-02 7.388457e-08
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.73733
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.943732e-04 8.341924e-07 0.000000e+00
energy 3.303700e-03 5.979902e-05 3.303700e-05
displacement 7.388457e-02 2.711264e-02 1.001231e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.73733
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.943732e-04 2.309436e-08 0.000000e+00
energy 3.303700e-03 1.268264e-06 3.303700e-05
displacement 7.388457e-02 2.342967e-03 1.142978e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.73733
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.943732e-04 2.287632e-09 0.000000e+00
energy 3.303700e-03 5.522208e-08 3.303700e-05
displacement 7.388457e-02 3.488063e-05 1.165315e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.73733
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.943732e-04 1.387895e-14 0.000000e+00
energy 3.303700e-03 8.244859e-11 3.303700e-05
displacement 7.388457e-02 3.148350e-06 1.168662e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.73733
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.943732e-04 1.106298e-23 0.000000e+00
energy 3.303700e-03 1.033576e-17 3.303700e-05
displacement 7.388457e-02 9.329102e-11 1.168681e-07
------- converged at time : 1.73733
]0;(step 2/2: 74%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 25 : 1.75984 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.75984
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.322615e-05 3.567808e-05 0.000000e+00
energy 5.440889e-04 4.963181e-04 5.440889e-06
displacement 1.437804e-02 1.437804e-02 1.437804e-08
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.75984
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.322615e-05 2.399269e-07 0.000000e+00
energy 5.440889e-04 2.159828e-05 5.440889e-06
displacement 1.437804e-02 1.296885e-02 5.442391e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.75984
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.322615e-05 1.356907e-09 0.000000e+00
energy 5.440889e-04 1.365077e-07 5.440889e-06
displacement 1.437804e-02 7.492397e-04 6.350852e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.75984
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.322615e-05 8.354306e-17 0.000000e+00
energy 5.440889e-04 3.526370e-12 5.440889e-06
displacement 1.437804e-02 8.391870e-07 6.375842e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.75984
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.322615e-05 1.268226e-26 0.000000e+00
energy 5.440889e-04 3.209938e-22 5.440889e-06
displacement 1.437804e-02 1.192038e-13 6.375850e-08
------- converged at time : 1.75984
]0;(step 2/2: 76%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0251367
===== beginning time step 26 : 1.78498 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.78498
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.471051e-04 3.289936e-05 0.000000e+00
energy 4.719859e-03 2.442375e-04 4.719859e-05
displacement 1.085373e-01 1.085373e-01 1.085373e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.78498
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.471051e-04 2.079965e-07 0.000000e+00
energy 4.719859e-03 1.858315e-05 4.719859e-05
displacement 1.085373e-01 9.918320e-03 1.051913e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.78498
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.471051e-04 5.062903e-09 0.000000e+00
energy 4.719859e-03 2.920876e-07 4.719859e-05
displacement 1.085373e-01 4.535476e-04 1.103405e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.78498
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.471051e-04 4.817378e-10 0.000000e+00
energy 4.719859e-03 6.564012e-10 4.719859e-05
displacement 1.085373e-01 4.125037e-06 1.109316e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.78498
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.471051e-04 2.062977e-17 0.000000e+00
energy 4.719859e-03 3.016599e-13 4.719859e-05
displacement 1.085373e-01 8.903926e-08 1.109816e-07
------- converged at time : 1.78498
]0;(step 2/2: 78%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0275098
===== beginning time step 27 : 1.81249 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.81249
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.070871e-03 1.093066e-04 0.000000e+00
energy 2.178996e-02 3.247957e-03 2.178996e-04
displacement 4.853166e-01 4.853166e-01 4.853166e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.81249
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.070871e-03 1.489341e-06 0.000000e+00
energy 2.178996e-02 9.937280e-05 2.178996e-04
displacement 4.853166e-01 2.963185e-02 3.399517e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.81249
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.070871e-03 2.084950e-08 0.000000e+00
energy 2.178996e-02 6.763244e-07 2.178996e-04
displacement 4.853166e-01 1.494370e-03 3.294727e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.81249
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.070871e-03 4.627762e-09 0.000000e+00
energy 2.178996e-02 5.793325e-08 2.178996e-04
displacement 4.853166e-01 1.417291e-05 3.304002e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.81249
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 0.619594
convergence norms : INITIAL CURRENT REQUIRED
residual 2.070871e-03 1.785284e-09 0.000000e+00
energy 2.178996e-02 2.556824e-08 2.178996e-04
displacement 4.853166e-01 8.200326e-07 3.304244e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.81249
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.538947
convergence norms : INITIAL CURRENT REQUIRED
residual 2.070871e-03 4.743216e-10 0.000000e+00
energy 2.178996e-02 4.535292e-09 2.178996e-04
displacement 4.853166e-01 2.428073e-07 3.304377e-07
------- converged at time : 1.81249
]0;(step 2/2: 81%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 28 : 1.84 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.84
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.604729e-03 2.681567e-04 0.000000e+00
energy 4.888375e-02 8.102541e-03 4.888375e-04
displacement 1.084614e+00 1.084614e+00 1.084614e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.84
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.604729e-03 7.236945e-06 0.000000e+00
energy 4.888375e-02 4.146910e-04 4.888375e-04
displacement 1.084614e+00 7.599981e-02 7.209658e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.84
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.604729e-03 1.454306e-07 0.000000e+00
energy 4.888375e-02 6.586442e-06 4.888375e-04
displacement 1.084614e+00 6.463393e-03 6.526932e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.84
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.604729e-03 2.633912e-13 0.000000e+00
energy 4.888375e-02 1.584143e-09 4.888375e-04
displacement 1.084614e+00 1.480937e-04 6.522857e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.84
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.604729e-03 9.482706e-24 0.000000e+00
energy 4.888375e-02 3.149844e-17 4.888375e-04
displacement 1.084614e+00 6.390308e-10 6.522883e-07
------- converged at time : 1.84
]0;(step 2/2: 84%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: increasing time step, dt = 0.0296564
===== beginning time step 29 : 1.86966 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.86966
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.349463e-03 5.384682e-04 0.000000e+00
energy 1.007930e-01 1.622791e-02 1.007930e-03
displacement 2.259170e+00 2.259170e+00 2.259170e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.86966
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.349463e-03 2.914644e-05 0.000000e+00
energy 1.007930e-01 1.282929e-03 1.007930e-03
displacement 2.259170e+00 1.584656e-01 1.524261e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.86966
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.349463e-03 4.369159e-07 0.000000e+00
energy 1.007930e-01 1.607055e-05 1.007930e-03
displacement 2.259170e+00 3.834507e-02 1.285072e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.86966
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.349463e-03 3.039965e-08 0.000000e+00
energy 1.007930e-01 2.666314e-07 1.007930e-03
displacement 2.259170e+00 1.829262e-04 1.279289e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.86966
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.349463e-03 1.482750e-14 0.000000e+00
energy 1.007930e-01 6.868130e-11 1.007930e-03
displacement 2.259170e+00 4.324044e-06 1.278632e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.86966
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.349463e-03 1.446613e-26 0.000000e+00
energy 1.007930e-01 1.892711e-20 1.007930e-03
displacement 2.259170e+00 1.319443e-12 1.278632e-06
------- converged at time : 1.86966
]0;(step 2/2: 87%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 30 : 1.89931 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.89931
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.408005e-02 7.840380e-04 0.000000e+00
energy 1.544594e-01 2.371277e-02 1.544594e-03
displacement 3.499681e+00 3.499681e+00 3.499681e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.89931
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.408005e-02 6.293352e-05 0.000000e+00
energy 1.544594e-01 2.349980e-03 1.544594e-03
displacement 3.499681e+00 2.421436e-01 2.400163e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.89931
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.408005e-02 1.441664e-06 0.000000e+00
energy 1.544594e-01 7.304373e-05 1.544594e-03
displacement 3.499681e+00 1.104354e-01 2.030364e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.89931
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.408005e-02 3.206810e-08 0.000000e+00
energy 1.544594e-01 7.523864e-07 1.544594e-03
displacement 3.499681e+00 1.739166e-03 2.046344e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.89931
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.408005e-02 1.442526e-10 0.000000e+00
energy 1.544594e-01 1.104701e-08 1.544594e-03
displacement 3.499681e+00 1.194909e-05 2.048223e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.89931
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.408005e-02 3.706643e-18 0.000000e+00
energy 1.544594e-01 2.202351e-13 1.544594e-03
displacement 3.499681e+00 5.149249e-08 2.048281e-06
------- converged at time : 1.89931
]0;(step 2/2: 90%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 31 : 1.92897 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.92897
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.821139e-02 9.741574e-04 0.000000e+00
energy 2.039292e-01 2.996274e-02 2.039292e-03
displacement 4.667225e+00 4.667225e+00 4.667225e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.92897
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.821139e-02 1.034687e-04 0.000000e+00
energy 2.039292e-01 3.354720e-03 2.039292e-03
displacement 4.667225e+00 2.975304e-01 3.275461e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.92897
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.821139e-02 3.939809e-06 0.000000e+00
energy 2.039292e-01 1.568058e-04 2.039292e-03
displacement 4.667225e+00 3.063364e-01 3.052058e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.92897
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.821139e-02 7.485142e-08 0.000000e+00
energy 2.039292e-01 1.016907e-05 2.039292e-03
displacement 4.667225e+00 1.935991e-02 3.248488e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.92897
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.821139e-02 4.879671e-09 0.000000e+00
energy 2.039292e-01 6.558077e-08 2.039292e-03
displacement 4.667225e+00 2.027745e-04 3.269452e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.92897
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.821139e-02 6.690408e-15 0.000000e+00
energy 2.039292e-01 8.662214e-11 2.039292e-03
displacement 4.667225e+00 3.150518e-06 3.269907e-06
------- converged at time : 1.92897
]0;(step 2/2: 93%) tempModel.feb - FEBio 2.9.1.0
===== beginning time step 32 : 1.95863 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 1.016630e-03 0.000000e+00
energy 2.442936e-01 3.096697e-02 2.442936e-03
displacement 5.676011e+00 5.676011e+00 5.676011e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 1.460823e-04 0.000000e+00
energy 2.442936e-01 4.255499e-03 2.442936e-03
displacement 5.676011e+00 3.359022e-01 4.200068e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 3.197460e-06 0.000000e+00
energy 2.442936e-01 3.585754e-04 2.442936e-03
displacement 5.676011e+00 8.095241e-01 4.553332e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 1.520182e-07 0.000000e+00
energy 2.442936e-01 1.975142e-05 2.442936e-03
displacement 5.676011e+00 7.781682e-02 5.188942e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 1.685573e-08 0.000000e+00
energy 2.442936e-01 1.500252e-06 2.442936e-03
displacement 5.676011e+00 1.483976e-03 5.254873e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 0.570525
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 9.368689e-09 0.000000e+00
energy 2.442936e-01 7.257162e-07 2.442936e-03
displacement 5.676011e+00 9.794327e-05 5.260688e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
7
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 7
step from line search = 0.378730
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 3.613843e-09 0.000000e+00
energy 2.442936e-01 1.721296e-07 2.442936e-03
displacement 5.676011e+00 1.393527e-05 5.259252e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
8
Nonlinear solution status: time= 1.95863
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 8
step from line search = 0.168266
convergence norms : INITIAL CURRENT REQUIRED
residual 2.126364e-02 2.499850e-09 0.000000e+00
energy 2.442936e-01 3.950683e-08 2.442936e-03
displacement 5.676011e+00 1.061598e-06 5.258857e-06
------- converged at time : 1.95863
]0;(step 2/2: 96%) tempModel.feb - FEBio 2.9.1.0
AUTO STEPPER: decreasing time step, dt = 0.0257501
===== beginning time step 33 : 1.98438 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 1.98438
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.714205e-02 7.585287e-04 0.000000e+00
energy 2.034440e-01 2.510315e-02 2.034440e-03
displacement 4.798269e+00 4.798269e+00 4.798269e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 1.98438
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.714205e-02 1.251584e-04 0.000000e+00
energy 2.034440e-01 3.549487e-03 2.034440e-03
displacement 4.798269e+00 2.942601e-01 3.506627e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 1.98438
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.714205e-02 2.592043e-06 0.000000e+00
energy 2.034440e-01 5.470399e-04 2.034440e-03
displacement 4.798269e+00 1.475309e+00 4.777943e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 1.98438
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.714205e-02 2.196425e-08 0.000000e+00
energy 2.034440e-01 1.481511e-05 2.034440e-03
displacement 4.798269e+00 2.171551e-01 6.171149e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 1.98438
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.714205e-02 2.089827e-12 0.000000e+00
energy 2.034440e-01 8.533303e-09 2.034440e-03
displacement 4.798269e+00 7.749518e-04 6.254762e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
6
Nonlinear solution status: time= 1.98438
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.714205e-02 6.007246e-20 0.000000e+00
energy 2.034440e-01 1.364944e-14 2.034440e-03
displacement 4.798269e+00 2.503217e-08 6.255128e-06
------- converged at time : 1.98438
]0;(step 2/2: 98%) tempModel.feb - FEBio 2.9.1.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.0156235
===== beginning time step 34 : 2 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
1
Nonlinear solution status: time= 2
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.297200e-03 2.592008e-04 0.000000e+00
energy 7.659414e-02 9.780697e-03 7.659414e-04
displacement 1.826295e+00 1.826295e+00 1.826295e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
2
Nonlinear solution status: time= 2
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.297200e-03 2.473331e-05 0.000000e+00
energy 7.659414e-02 8.615289e-04 7.659414e-04
displacement 1.826295e+00 2.291892e-01 1.163979e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
3
Nonlinear solution status: time= 2
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.297200e-03 8.265780e-08 0.000000e+00
energy 7.659414e-02 6.311264e-05 7.659414e-04
displacement 1.826295e+00 1.364456e+00 2.916562e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
4
Nonlinear solution status: time= 2
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.297200e-03 3.739096e-13 0.000000e+00
energy 7.659414e-02 4.740982e-10 7.659414e-04
displacement 1.826295e+00 2.989148e-03 3.067746e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 3391
Nr of nonzeroes in stiffness matrix ....... : 133693
5
Nonlinear solution status: time= 2
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.297200e-03 5.141998e-26 0.000000e+00
energy 7.659414e-02 1.731342e-19 7.659414e-04
displacement 1.826295e+00 2.245383e-10 3.067784e-06
------- converged at time : 2
]0;(step 2/2: 100%) tempModel.feb - FEBio 2.9.1.0
N O N L I N E A R I T E R A T I O N I N F O R M A T I O N
Number of time steps completed .................... : 34
Total number of equilibrium iterations ............ : 212
Average number of equilibrium iterations .......... : 6.23529
Total number of right hand evaluations ............ : 263
Total number of stiffness reformations ............ : 212
Time in linear solver: 0:00:16
Elapsed time : 0:00:45
N O R M A L T E R M I N A T I O N
Waiting for log file...
Proceeding to check log file...13-Mar-2020 12:46:31
------- converged at time : 0.05
------- converged at time : 0.1
------- converged at time : 0.146328
------- converged at time : 0.189257
------- converged at time : 0.229038
------- converged at time : 0.268819
------- converged at time : 0.3086
------- converged at time : 0.348382
------- converged at time : 0.385249
------- converged at time : 0.422116
------- converged at time : 0.458984
------- converged at time : 0.495851
------- converged at time : 0.532718
------- converged at time : 0.569586
------- converged at time : 0.607706
------- converged at time : 0.640787
------- converged at time : 0.675482
------- converged at time : 0.711639
------- converged at time : 0.749116
------- converged at time : 0.787789
------- converged at time : 0.827543
------- converged at time : 0.868275
------- converged at time : 0.909006
------- converged at time : 0.949738
------- converged at time : 0.98508
------- converged at time : 1
------- converged at time : 1.05
------- converged at time : 1.09092
------- converged at time : 1.12884
------- converged at time : 1.16398
------- converged at time : 1.19655
------- converged at time : 1.22483
------- converged at time : 1.2531
------- converged at time : 1.28345
------- converged at time : 1.31568
------- converged at time : 1.3496
------- converged at time : 1.38506
------- converged at time : 1.42051
------- converged at time : 1.45337
------- converged at time : 1.48384
------- converged at time : 1.5143
------- converged at time : 1.54254
------- converged at time : 1.57078
------- converged at time : 1.59696
------- converged at time : 1.62124
------- converged at time : 1.64551
------- converged at time : 1.66979
------- converged at time : 1.69231
------- converged at time : 1.71482
------- converged at time : 1.73733
------- converged at time : 1.75984
------- converged at time : 1.78498
------- converged at time : 1.81249
------- converged at time : 1.84
------- converged at time : 1.86966
------- converged at time : 1.89931
------- converged at time : 1.92897
------- converged at time : 1.95863
------- converged at time : 1.98438
------- converged at time : 2
--- Done --- 13-Mar-2020 12:46:32
Import FEBio results
if runFlag==1 %i.e. a succesful run
% Importing nodal displacements from a log file [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements time_mat=[0; time_mat(:)]; %Time N_disp_mat=N_disp_mat(:,2:end,:); sizImport=size(N_disp_mat); sizImport(3)=sizImport(3)+1; N_disp_mat_n=zeros(sizImport); N_disp_mat_n(:,:,2:end)=N_disp_mat; N_disp_mat=N_disp_mat_n; DN_MAG=sqrt(sum(N_disp_mat.^2,2)); DN=N_disp_mat(:,:,end); DN_magnitude=sqrt(sum(DN(:,3).^2,2)); V_def=V+DN; V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]); X_DEF=V_DEF(:,1,:); Y_DEF=V_DEF(:,2,:); Z_DEF=V_DEF(:,3,:); [CF_def]=vertexToFaceMeasure(Fb,DN_magnitude);
Importing element data from a log file
[~,E_data,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_strain)); %Element data %Remove nodal index column E_data=E_data(:,2:end,:); E_data=sqrt(0.5*( (E_data(:,1,:)-E_data(:,2,:)).^2 + (E_data(:,2,:)-E_data(:,3,:)).^2 + (E_data(:,3,:)-E_data(:,1,:)).^2 )); %Add initial state i.e. zero sizImport=size(E_data); sizImport(3)=sizImport(3)+1; E_data_mat_n=zeros(sizImport); E_data_mat_n(:,:,2:end)=E_data; E_data=E_data_mat_n; VE=patchCentre(E,V); logicCutElements=VE(:,2)>=0; [F_cut,CF_cut_data]=element2patch(E(logicCutElements,:),E_data(logicCutElements,:,1)); [indBoundary]=tesBoundary(F_cut,V); CV=faceToVertexMeasure(F_cut(indBoundary,:),V,CF_cut_data(indBoundary,:));
Plotting the simulated results using anim8 to visualize and animate deformations
% Create basic view and store graphics handle to initiate animation hf=cFigure; %Open figure gtitle([febioFebFileNamePart,': Press play to animate']); % subplot(1,2,1); hp1=gpatch(Fb,V_def,'kw','none',0.25); %Add graphics object to animate hp2=gpatch(F_cut(indBoundary,:),V_def,CV,'k',1); %Add graphics object to animate hp2.FaceColor='interp'; hp3=gpatch(Fp,V_def,'kw','none',1); %Add graphics object to animate % gpatch(Fb,V,0.5*ones(1,3),'k',0.25); %A static graphics object colormap(gjet(250)); colorbar; caxis([0 max(E_data(:))/3]); axisGeom(gca,fontSize); axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]); axis manual; camlight headlight; drawnow; % Set up animation features animStruct.Time=time_mat; %The time vector for qt=1:1:size(N_disp_mat,3) %Loop over time increments DN=N_disp_mat(:,:,qt); %Current displacement DN_magnitude=sqrt(sum(DN.^2,2)); %Current displacement magnitude V_def=V+DN; %Current nodal coordinates % [CF_def]=vertexToFaceMeasure(Fb,DN_magnitude); %Current color data to use [~,CF_cut_data]=element2patch(E(logicCutElements,:),E_data(logicCutElements,:,qt)); CV=faceToVertexMeasure(F_cut(indBoundary,:),V,CF_cut_data(indBoundary,:)); %Set entries in animation structure animStruct.Handles{qt}=[hp1 hp2 hp2 hp3]; %Handles of objects to animate animStruct.Props{qt}={'Vertices','Vertices','CData','Vertices'}; %Properties of objects to animate animStruct.Set{qt}={V_def,V_def,CV,V_def}; %Property values for to set in order to animate end anim8(hf,animStruct); %Initiate animation feature drawnow;
end
GIBBON www.gibboncode.org
Kevin Mattheus Moerman, [email protected]
GIBBON footer text
License: https://github.com/gibbonCode/GIBBON/blob/master/LICENSE
GIBBON: The Geometry and Image-based Bioengineering add-On. A toolbox for image segmentation, image-based modeling, meshing, and finite element analysis.
Copyright (C) 2019 Kevin Mattheus Moerman
This program is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version.
This program is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details.
You should have received a copy of the GNU General Public License along with this program. If not, see http://www.gnu.org/licenses/.