DEMO_febio_0031_blob_shear_contact
Below is a demonstration for:
- Building geometry for a hemi-spherical blob with tetrahedral elements which is being sheared by a rigid wall. This demo consists off:
- Defining the boundary conditions
- Coding the febio structure
- Running the model
- Importing and visualizing the displacement results
Contents
- Keywords
- Plot settings
- Control parameters
- Creating model geometry and mesh
- Creating rigid body ground plate
- Creating rigid body shear surface
- Join model node sets
- Get 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
- indentation
- contact, sliding, sticky, friction
- rigid body constraints
- tetrahedral elements, tet4
- triangular elements, tri3
- slab, block, rectangular
- sphere
- static, solid
- hyperelastic, Ogden
- displacement logfile
- stress logfile
clear; close all; clc;
Plot settings
fontSize=15; faceAlpha1=0.8; faceAlpha2=0.3; markerSize=40; lineWidth=3;
Control parameters
% Path names defaultFolder = fileparts(fileparts(mfilename('fullpath'))); savePath=fullfile(defaultFolder,'data','temp'); % Defining file names febioFebFileNamePart='tempModel'; febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement % febioLogFileName_force=[febioFebFileNamePart,'_force_out.txt']; %Log file name for exporting force % Hemi-sphere parameters hemiSphereRadius=1; nRefine=2; closeOption=1; smoothEdge=1; % Ground plate parameters plateRadius=2*hemiSphereRadius; % Probe parameters probeWidth=3*hemiSphereRadius; filletProbe=0.25; %Fillet radius % Define probe displacement probeDisplacement=hemiSphereRadius*2; probeOverlapFactor=0.4; % Material parameter set c1=1e-3; %Shear-modulus-like parameter m1=2; %Material parameter setting degree of non-linearity k_factor=10; %Bulk modulus factor k=c1*k_factor; %Bulk modulus % FEA control settings numTimeSteps=30; max_refs=25; %Max reforms max_ups=0; %Set to zero to use full-Newton iterations opt_iter=10; %Optimum number of iterations max_retries=25; %Maximum number of retires symmetric_stiffness=0; min_residual=1e-20; step_size=1/numTimeSteps; dtmin=(1/numTimeSteps)/100; %Minimum time step size dtmax=(1/(numTimeSteps)); %Maximum time step size %Contact parameters contactPenalty=1; laugon=0; minaug=1; maxaug=10; fric_coeff=0.01; max_traction=0;
Creating model geometry and mesh
% Create hemi-sphere mesh [F_blob,V_blob,C_blob]=hemiSphereMesh(nRefine,hemiSphereRadius,1); pointSpacingBlob=mean(patchEdgeLengths(F_blob,V_blob)); %Smoothen edges if smoothEdge==1 %Get rigid region ind=1:1:size(V_blob,1); %Indices for all nodes indRigid=find(ismember(ind,F_blob(C_blob==2,:)) & ~ismember(ind,F_blob(C_blob==1,:))); %Indices for new bottom surface nodes %Smoothing cPar.Method='HC'; cPar.n=250; cPar.RigidConstraints=indRigid; [V_blob]=patchSmooth(F_blob,V_blob,[],cPar); %Fix color data with new bottom surface C_blob=ones(size(C_blob)); C_blob(all(ismember(F_blob,indRigid),2))=2; end
Visualize hemi-sphere surface
cFigure; hold on; gtitle('The hemi-sphere surface mesh',fontSize); gpatch(F_blob,V_blob,C_blob,'k',0.85); patchNormPlot(F_blob,V_blob); axisGeom(gca,fontSize); colormap(gjet); icolorbar; camlight headlight; drawnow;
Using tetgen to create a tetrahedral mesh
% Tetgen input structure inputStruct.stringOpt='-pq1.2AaY'; inputStruct.Faces=F_blob; inputStruct.Nodes=V_blob; inputStruct.holePoints=[]; inputStruct.faceBoundaryMarker=C_blob; %Face boundary markers inputStruct.regionPoints=getInnerPoint(F_blob,V_blob); %region points inputStruct.regionA=tetVolMeanEst(F_blob,V_blob); inputStruct.minRegionMarker=2; %Minimum region marker % Create tetrahedral mesh using tetGen [meshOutput]=runTetGen(inputStruct); %Run tetGen % Access model element and patch data Fb_blob=fliplr(meshOutput.facesBoundary); Cb_blob=meshOutput.boundaryMarker; V_blob=meshOutput.nodes; E_blob=meshOutput.elements;
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% --- TETGEN Tetrahedral meshing --- 04-Jun-2019 12:56:20 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% --- Writing SMESH file --- 04-Jun-2019 12:56:20 ----> Adding node field ----> Adding facet field ----> Adding holes specification ----> Adding region specification --- Done --- 04-Jun-2019 12:56:20 --- Running TetGen to mesh input boundary--- 04-Jun-2019 12:56:20 Opening /mnt/data/MATLAB/GIBBON/data/temp/temp.smesh. Delaunizing vertices... Delaunay seconds: 0.003041 Creating surface mesh ... Surface mesh seconds: 0.00113 Recovering boundaries... Boundary recovery seconds: 0.001054 Removing exterior tetrahedra ... Spreading region attributes. Exterior tets removal seconds: 0.000344 Recovering Delaunayness... Delaunay recovery seconds: 0.000705 Refining mesh... Refinement seconds: 0.020761 Optimizing mesh... Optimization seconds: 0.001469 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: 0.012755 Total running seconds: 0.04137 Statistics: Input points: 476 Input facets: 948 Input segments: 1422 Input holes: 0 Input regions: 1 Mesh points: 1646 Mesh tetrahedra: 8835 Mesh faces: 18144 Mesh faces on exterior boundary: 948 Mesh faces on input facets: 948 Mesh edges on input segments: 1422 Steiner points inside domain: 1170 --- Done --- 04-Jun-2019 12:56:20 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% --- Importing TetGen files --- 04-Jun-2019 12:56:20 --- Done --- 04-Jun-2019 12:56:20
Visualize blob mesh
hFig=cFigure; subplot(1,2,1); hold on; gpatch(Fb_blob,V_blob,Cb_blob,'k',1); patchNormPlot(Fb_blob,V_blob); axisGeom(gca,fontSize); colormap(gjet); icolorbar; camlight headlight; hs=subplot(1,2,2); hold on; title('Cut view of solid mesh','FontSize',fontSize); optionStruct.hFig=[hFig hs]; gpatch(Fb_blob,V_blob,'kw','none',0.25); meshView(meshOutput,optionStruct); axisGeom(gca,fontSize); drawnow;
Creating rigid body ground plate
%Get outer surve of ground surface [Eb]=patchBoundary(Fb_blob(Cb_blob==2,:),V_blob); indCurveBottom=edgeListToCurve(Eb); indCurveBottom=indCurveBottom(1:end-1); % Derive point spacing for plate pointSpacingPlate=pointSpacingBlob; % Compose outer curve of the plate nPlateCurve=ceil((2*pi*plateRadius)/pointSpacingPlate); t=linspace(0,2*pi,nPlateCurve); t=t(1:end-1); x=plateRadius.*sin(t); y=plateRadius.*cos(t); Vp_outer_curve=[x(:) y(:)]; % Copy inner curve from the hemi-sphere Vp_inner_curve=V_blob(indCurveBottom,[1 2]); % Create mesh out outer region regionCell={Vp_outer_curve,Vp_inner_curve}; [F_plate,V_plate]=regionTriMesh2D(regionCell,pointSpacingPlate,0,0); V_plate(:,3)=0; %Add z-direction % Copy mesh for inner region [F_plate_inner,V_plate_inner]=patchCleanUnused(fliplr(Fb_blob(Cb_blob==2,:)),V_blob); [F_plate,V_plate,C_plate]=joinElementSets({F_plate,F_plate_inner},{V_plate,V_plate_inner}); [F_plate,V_plate]=mergeVertices(F_plate,V_plate); center_of_mass_plate=mean(V_plate,1);
Visualizing plate mesh
cFigure; hold on; gtitle('The plate surface mesh',fontSize); gpatch(Fb_blob,V_blob,'kw','none',0.5); gpatch(F_plate,V_plate,C_plate,'k',1); patchNormPlot(F_plate,V_plate); axisGeom(gca,fontSize); colormap(gjet); icolorbar; camlight headlight; drawnow;
Creating rigid body shear surface
pointSpacingProbe=pointSpacingBlob/2; %Sketching side profile x=[-hemiSphereRadius hemiSphereRadius hemiSphereRadius]-hemiSphereRadius*2; y=[0 0 0]; z=[hemiSphereRadius*(1-probeOverlapFactor) hemiSphereRadius*(1-probeOverlapFactor) hemiSphereRadius*1.5]; V_probe_curve_sketch=[x(:) y(:) z(:)]; %Fillet sketch np=100; %Number of points used to construct each fillet edge [V_probe_curve]=filletCurve(V_probe_curve_sketch,filletProbe,np,0); numPointsProbeCurve=ceil(max(pathLength(V_probe_curve))/pointSpacingProbe); [V_probe_curve] = evenlySampleCurve(V_probe_curve,numPointsProbeCurve,'pchip',0); % Extruding curve % controlParametersExtrude.pointSpacing=pointSpacingProbe; controlParametersExtrude.depth=hemiSphereRadius*2.5; controlParametersExtrude.numSteps=ceil(controlParametersExtrude.depth/pointSpacingProbe); controlParametersExtrude.numSteps=controlParametersExtrude.numSteps+iseven(controlParametersExtrude.numSteps); %Force uneven controlParametersExtrude.patchType='tri'; controlParametersExtrude.dir=0; controlParametersExtrude.n=[0 1 0]; controlParametersExtrude.closeLoopOpt=0; [F_probe,V_probe]=polyExtrude(V_probe_curve,controlParametersExtrude); F_probe=fliplr(F_probe); %Invert face orientation so normals point to blob center_of_mass_probe=mean(V_probe,1);
Visualizing probe mesh
cFigure; hold on; title('The probe surface mesh','fontSize',fontSize); gpatch(Fb_blob,V_blob,'kw','none',0.5); gpatch(F_plate,V_plate,'kw','none',0.5); hl(1)=plotV(V_probe_curve_sketch,'k.-.','lineWidth',3,'MarkerSize',25); hl(2)=plotV(V_probe_curve,'r-','lineWidth',3,'MarkerSize',25); hl(3)=gpatch(F_probe,V_probe,'gw','k',1); legend(hl,{'Sketched probe curve','Rounded probe curve','Probe surface mesh'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Join model node sets
V=[V_blob; V_plate; V_probe]; F_plate=F_plate+size(V_blob,1); F_probe=F_probe+size(V_blob,1)+size(V_plate,1); Fb_all=[Fb_blob;F_plate;F_probe];
Visualizing model
cFigure; hold on; gtitle('Model components',fontSize); hl(1)=gpatch(Fb_blob,V,'rw','k',0.8); hl(2)=gpatch(F_plate,V,'bw','k',0.8); hl(3)=gpatch(F_probe,V,'gw','k',0.8); legend(hl,{'Blob','Plate','Probe'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Get contact surfaces
% F_contact_blob1=Fb_blob(Cb_blob==1,:); % F_contact_blob2=Fb_blob(Cb_blob==2,:);
Visualize contact surfaces
cFigure; subplot(1,2,1); hold on; title('Probe blob contact pair','fontsize',fontSize); hl(1)=gpatch(F_probe,V,'rw','k',1); patchNormPlot(F_probe,V); hl(2)=gpatch(Fb_blob,V,'gw','k',1); patchNormPlot(Fb_blob,V); legend(hl,{'Master','Slave'}); clear hl; axisGeom(gca,fontSize); camlight headlight; subplot(1,2,2); hold on; title('Plate blob contact pair','fontsize',fontSize); hl(1)=gpatch(F_plate,V,'rw','k',1); patchNormPlot(F_plate,V); hl(2)=gpatch(Fb_blob,V,'gw','k',1); patchNormPlot(Fb_blob,V); legend(hl,{'Master','Slave'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Defining the FEBio input structure
See also febioStructTemplate and febioStruct2xml and the FEBio user manual.
%Get a template with default settings [febio_spec]=febioStructTemplate; %febio_spec version febio_spec.ATTR.version='2.5'; %Module section febio_spec.Module.ATTR.type='solid'; %Control section febio_spec.Control.analysis.ATTR.type='static'; febio_spec.Control.time_steps=numTimeSteps; febio_spec.Control.step_size=step_size; febio_spec.Control.time_stepper.dtmin=dtmin; febio_spec.Control.time_stepper.dtmax=dtmax; febio_spec.Control.time_stepper.max_retries=max_retries; febio_spec.Control.time_stepper.opt_iter=opt_iter; febio_spec.Control.max_refs=max_refs; febio_spec.Control.max_ups=max_ups; febio_spec.Control.symmetric_stiffness=symmetric_stiffness; febio_spec.Control.min_residual=min_residual; %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}.c2=c1; febio_spec.Material.material{1}.m2=-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_plate; febio_spec.Material.material{3}.ATTR.type='rigid body'; febio_spec.Material.material{3}.ATTR.id=3; febio_spec.Material.material{3}.density=1; febio_spec.Material.material{3}.center_of_mass=center_of_mass_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 % -> 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='Blob'; %Name of the element set febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E_blob,1))'; %Element id's febio_spec.Geometry.Elements{1}.elem.VAL=E_blob; febio_spec.Geometry.Elements{2}.ATTR.type='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='Plate'; %Name of the element set febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E_blob,1)+(1:1:size(F_plate,1))'; %Element id's febio_spec.Geometry.Elements{2}.elem.VAL=F_plate; febio_spec.Geometry.Elements{2}.ATTR.type='tri3'; %Element type of this set febio_spec.Geometry.Elements{2}.ATTR.mat=3; %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_blob,1)+size(F_plate,1)+(1:1:size(F_probe,1))'; %Element id's febio_spec.Geometry.Elements{2}.elem.VAL=F_probe; % -> NodeSets % % -> Surfaces febio_spec.Geometry.Surface{1}.ATTR.name='contact_master1'; febio_spec.Geometry.Surface{1}.tri3.ATTR.lid=(1:1:size(F_plate,1))'; febio_spec.Geometry.Surface{1}.tri3.VAL=F_plate; febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave1'; febio_spec.Geometry.Surface{2}.tri3.ATTR.lid=(1:1:size(Fb_blob,1))'; febio_spec.Geometry.Surface{2}.tri3.VAL=Fb_blob; febio_spec.Geometry.Surface{3}.ATTR.name='contact_master2'; febio_spec.Geometry.Surface{3}.tri3.ATTR.lid=(1:1:size(F_probe,1))'; febio_spec.Geometry.Surface{3}.tri3.VAL=F_probe; febio_spec.Geometry.Surface{4}.ATTR.name='contact_slave2'; febio_spec.Geometry.Surface{4}.tri3.ATTR.lid=(1:1:size(Fb_blob(Cb_blob==1,:),1))'; febio_spec.Geometry.Surface{4}.tri3.VAL=Fb_blob(Cb_blob==1,:); % -> Surface pairs febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact1_plate_blob'; febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name; febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name; febio_spec.Geometry.SurfacePair{2}.ATTR.name='Contact2_probe_blob'; febio_spec.Geometry.SurfacePair{2}.master.ATTR.surface=febio_spec.Geometry.Surface{3}.ATTR.name; febio_spec.Geometry.SurfacePair{2}.slave.ATTR.surface=febio_spec.Geometry.Surface{4}.ATTR.name; %Boundary condition section % -> Fix boundary conditions % -> Prescribed boundary conditions on the rigid body febio_spec.Boundary.rigid_body{1}.ATTR.mat=2; febio_spec.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='x'; febio_spec.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='y'; febio_spec.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='z'; febio_spec.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Rx'; febio_spec.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Ry'; febio_spec.Boundary.rigid_body{1}.fixed{6}.ATTR.bc='Rz'; febio_spec.Boundary.rigid_body{2}.ATTR.mat=3; febio_spec.Boundary.rigid_body{2}.fixed{1}.ATTR.bc='y'; febio_spec.Boundary.rigid_body{2}.fixed{2}.ATTR.bc='z'; febio_spec.Boundary.rigid_body{2}.fixed{3}.ATTR.bc='Rx'; febio_spec.Boundary.rigid_body{2}.fixed{4}.ATTR.bc='Ry'; febio_spec.Boundary.rigid_body{2}.fixed{5}.ATTR.bc='Rz'; febio_spec.Boundary.rigid_body{2}.prescribed.ATTR.bc='x'; febio_spec.Boundary.rigid_body{2}.prescribed.ATTR.lc=1; febio_spec.Boundary.rigid_body{2}.prescribed.VAL=probeDisplacement; %Contact section % -> Contact 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=10; febio_spec.Contact.contact{1}.laugon=0; febio_spec.Contact.contact{1}.tolerance=0.1; febio_spec.Contact.contact{1}.minaug=1; febio_spec.Contact.contact{1}.maxaug=10; febio_spec.Contact.contact{1}.snap_tol=0; febio_spec.Contact.contact{1}.max_traction=max_traction; febio_spec.Contact.contact{1}.search_tolerance=0.1; febio_spec.Contact.contact{2}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{2}.ATTR.name; febio_spec.Contact.contact{2}.ATTR.type='sliding-elastic'; febio_spec.Contact.contact{2}.two_pass=1; febio_spec.Contact.contact{2}.laugon=laugon; febio_spec.Contact.contact{2}.tolerance=0.2; febio_spec.Contact.contact{2}.gaptol=0; febio_spec.Contact.contact{2}.minaug=minaug; febio_spec.Contact.contact{2}.maxaug=maxaug; febio_spec.Contact.contact{2}.search_tol=0.01; febio_spec.Contact.contact{2}.search_radius=0.1; febio_spec.Contact.contact{2}.symmetric_stiffness=0; febio_spec.Contact.contact{2}.auto_penalty=1; febio_spec.Contact.contact{2}.penalty=contactPenalty; febio_spec.Contact.contact{2}.fric_coeff=fric_coeff; %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);
Quick viewing of the FEBio input file structure
The febView function can be used to view the xml structure in a MATLAB figure window.
febView(febio_spec); %Viewing the febio file
Exporting the FEBio input file
Exporting the febio_spec structure to an FEBio input file is done using the febioStruct2xml function.
febioStruct2xml(febio_spec,febioFebFileName); %Exporting to file and domNode
Running the FEBio analysis
To run the analysis defined by the created FEBio input file the runMonitorFEBio function is used. The input for this function is a structure defining job settings e.g. the FEBio input file name. The optional output runFlag informs the user if the analysis was run succesfully.
febioAnalysis.run_filename=febioFebFileName; %The input file name febioAnalysis.run_logname=febioLogFileName; %The name for the log file febioAnalysis.disp_on=1; %Display information on the command window febioAnalysis.disp_log_on=1; %Display convergence information in the command window febioAnalysis.runMode='internal';%'internal'; febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small) febioAnalysis.maxtpi=1e99; %Max analysis time febioAnalysis.maxLogCheckTime=3; %Max log file checking time [runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 04-Jun-2019 12:56:32
===========================================================================
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F I N I T E E L E M E N T S F O R B I O M E C H A N I C S
--- v e r s i o n - 2 . 9 . 0 ---
http://febio.org
FEBio is a registered trademark.
copyright (c) 2006-2019 - All rights reserved
===========================================================================
Success loading plugin NeoHookeanPi.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
*************************************************************************
* WARNING *
* *
* 701 isolated vertices removed. *
*************************************************************************
]0;(0%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 1 : 0.0333333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
1
Nonlinear solution status: time= 0.0333333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.496083e-33 2.094456e-34 0.000000e+00
energy 3.375829e-32 4.743988e-34 3.375829e-34
displacement 5.580050e-30 5.580050e-30 5.580050e-36
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.0333333
]0;(3%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 2 : 0.0666667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213013
1
Nonlinear solution status: time= 0.0666667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.300476e-33 7.218254e-35 0.000000e+00
energy 2.022474e-32 3.575787e-33 2.022474e-34
displacement 3.102377e-30 3.102377e-30 3.102377e-36
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.0666667
]0;(7%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 3 : 0.1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212953
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 9.417971e-34 9.014884e-35 0.000000e+00
energy 1.374942e-32 4.430192e-33 1.374942e-34
displacement 3.525895e-30 3.525895e-30 3.525895e-36
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.1
]0;(10%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 4 : 0.133333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212977
1
Nonlinear solution status: time= 0.133333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.143773e-34 5.387393e-35 0.000000e+00
energy 1.226592e-32 4.276520e-33 1.226592e-34
displacement 3.504374e-30 3.504374e-30 3.504374e-36
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.133333
]0;(13%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 5 : 0.166667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212935
1
Nonlinear solution status: time= 0.166667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.983460e-34 4.492381e-35 0.000000e+00
energy 9.677800e-33 4.696375e-33 9.677800e-35
displacement 3.503661e-30 3.503661e-30 3.503661e-36
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.166667
]0;(17%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 6 : 0.2 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212947
1
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.196687e-34 7.152228e-09 0.000000e+00
energy 9.266522e-33 5.268018e-21 9.266522e-35
displacement 3.327866e-30 3.327866e-30 3.327866e-36
*************************************************************************
* WARNING *
* *
* Problem is diverging. Stiffness matrix will now be reformed *
*************************************************************************
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212923
2
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 2
step from line search = 0.408591
convergence norms : INITIAL CURRENT REQUIRED
residual 7.152228e-09 1.542458e-06 0.000000e+00
energy 5.268018e-21 1.631978e-06 5.268018e-23
displacement 3.327866e-30 3.794059e-03 3.794059e-09
*************************************************************************
* WARNING *
* *
* Problem is diverging. Stiffness matrix will now be reformed *
*************************************************************************
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212923
3
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.542458e-06 1.718185e-11 0.000000e+00
energy 1.631978e-06 5.131903e-08 1.631978e-08
displacement 3.327866e-30 1.849284e-02 3.729381e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212923
4
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.542458e-06 2.642182e-14 0.000000e+00
energy 1.631978e-06 2.772352e-10 1.631978e-08
displacement 3.327866e-30 5.087148e-04 4.332425e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212923
5
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.542458e-06 1.528491e-20 0.000000e+00
energy 1.631978e-06 1.263187e-15 1.631978e-08
displacement 3.327866e-30 1.097936e-06 4.364145e-08
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212923
6
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.542458e-06 1.115927e-32 0.000000e+00
energy 1.631978e-06 2.372904e-24 1.631978e-08
displacement 3.327866e-30 6.823374e-14 4.364139e-08
------- converged at time : 0.2
]0;(20%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 7 : 0.233333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212923
1
Nonlinear solution status: time= 0.233333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.190853e-08 6.147706e-10 0.000000e+00
energy 1.998534e-05 1.178270e-07 1.998534e-07
displacement 3.164579e-01 3.164579e-01 3.164579e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212965
2
Nonlinear solution status: time= 0.233333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.190853e-08 1.101424e-10 0.000000e+00
energy 1.998534e-05 1.009305e-07 1.998534e-07
displacement 3.164579e-01 2.805898e-03 3.625026e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212959
3
Nonlinear solution status: time= 0.233333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.190853e-08 7.277877e-11 0.000000e+00
energy 1.998534e-05 4.251750e-08 1.998534e-07
displacement 3.164579e-01 6.595505e-02 1.670902e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212953
4
Nonlinear solution status: time= 0.233333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.190853e-08 2.046828e-14 0.000000e+00
energy 1.998534e-05 2.812336e-10 1.998534e-07
displacement 3.164579e-01 1.135998e-04 1.604508e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212953
5
Nonlinear solution status: time= 0.233333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.190853e-08 7.847401e-21 0.000000e+00
energy 1.998534e-05 2.385286e-15 1.998534e-07
displacement 3.164579e-01 7.683763e-08 1.605363e-07
------- converged at time : 0.233333
]0;(23%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 8 : 0.266667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212953
1
Nonlinear solution status: time= 0.266667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.516688e-08 6.175136e-10 0.000000e+00
energy 4.303727e-05 1.087059e-06 4.303727e-07
displacement 5.466062e-01 5.466062e-01 5.466062e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212965
2
Nonlinear solution status: time= 0.266667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.516688e-08 1.450062e-10 0.000000e+00
energy 4.303727e-05 1.209029e-07 4.303727e-07
displacement 5.466062e-01 1.754364e-03 5.838983e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212965
3
Nonlinear solution status: time= 0.266667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.516688e-08 2.037844e-10 0.000000e+00
energy 4.303727e-05 1.522904e-07 4.303727e-07
displacement 5.466062e-01 1.393220e-01 2.340170e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212977
4
Nonlinear solution status: time= 0.266667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.516688e-08 3.183223e-14 0.000000e+00
energy 4.303727e-05 2.059109e-10 4.303727e-07
displacement 5.466062e-01 1.403482e-04 2.297693e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212977
5
Nonlinear solution status: time= 0.266667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.516688e-08 4.921781e-20 0.000000e+00
energy 4.303727e-05 6.043650e-15 4.303727e-07
displacement 5.466062e-01 1.593377e-07 2.299120e-07
------- converged at time : 0.266667
]0;(27%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 9 : 0.3 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212977
1
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.969485e-08 6.095703e-10 0.000000e+00
energy 6.396447e-05 1.670688e-06 6.396447e-07
displacement 7.224825e-01 7.224825e-01 7.224825e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212965
2
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.969485e-08 1.743299e-10 0.000000e+00
energy 6.396447e-05 1.398260e-07 6.396447e-07
displacement 7.224825e-01 1.712427e-03 7.586550e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212971
3
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.969485e-08 5.388826e-10 0.000000e+00
energy 6.396447e-05 2.956197e-07 6.396447e-07
displacement 7.224825e-01 1.856826e-01 3.111559e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212995
4
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.969485e-08 1.160910e-13 0.000000e+00
energy 6.396447e-05 6.429966e-11 6.396447e-07
displacement 7.224825e-01 4.635149e-04 2.930696e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212995
5
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.969485e-08 2.584998e-19 0.000000e+00
energy 6.396447e-05 1.429941e-14 6.396447e-07
displacement 7.224825e-01 1.210636e-06 2.931104e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212995
6
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.969485e-08 2.256431e-31 0.000000e+00
energy 6.396447e-05 5.963003e-23 6.396447e-07
displacement 7.224825e-01 1.543011e-12 2.931100e-07
------- converged at time : 0.3
]0;(30%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 10 : 0.333333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212995
1
Nonlinear solution status: time= 0.333333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.393650e-07 5.330513e-10 0.000000e+00
energy 9.415479e-05 3.307940e-06 9.415479e-07
displacement 9.484929e-01 9.484929e-01 9.484929e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212995
2
Nonlinear solution status: time= 0.333333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.393650e-07 2.029046e-10 0.000000e+00
energy 9.415479e-05 1.625802e-07 9.415479e-07
displacement 9.484929e-01 7.168550e-04 9.448339e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212995
3
Nonlinear solution status: time= 0.333333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.393650e-07 9.511141e-10 0.000000e+00
energy 9.415479e-05 4.700149e-07 9.415479e-07
displacement 9.484929e-01 3.119043e-01 3.188612e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212983
4
Nonlinear solution status: time= 0.333333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.393650e-07 3.464237e-13 0.000000e+00
energy 9.415479e-05 1.421604e-09 9.415479e-07
displacement 9.484929e-01 8.318805e-04 3.004185e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212983
5
Nonlinear solution status: time= 0.333333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.393650e-07 3.070768e-15 0.000000e+00
energy 9.415479e-05 3.433609e-12 9.415479e-07
displacement 9.484929e-01 3.055611e-05 2.980588e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212983
6
Nonlinear solution status: time= 0.333333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.393650e-07 7.225241e-23 0.000000e+00
energy 9.415479e-05 1.216283e-16 9.415479e-07
displacement 9.484929e-01 5.765642e-09 2.980695e-07
------- converged at time : 0.333333
]0;(33%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 11 : 0.366667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 212983
1
Nonlinear solution status: time= 0.366667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.707866e-07 6.435633e-10 0.000000e+00
energy 1.122529e-04 4.039228e-06 1.122529e-06
displacement 1.074287e+00 1.074287e+00 1.074287e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
2
Nonlinear solution status: time= 0.366667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.707866e-07 2.462359e-10 0.000000e+00
energy 1.122529e-04 1.880205e-07 1.122529e-06
displacement 1.074287e+00 8.263089e-04 1.063553e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213013
3
Nonlinear solution status: time= 0.366667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.707866e-07 2.046396e-09 0.000000e+00
energy 1.122529e-04 1.444244e-06 1.122529e-06
displacement 1.074287e+00 4.841934e-01 2.931426e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
4
Nonlinear solution status: time= 0.366667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.707866e-07 1.578827e-12 0.000000e+00
energy 1.122529e-04 5.379357e-09 1.122529e-06
displacement 1.074287e+00 1.241455e-03 2.890347e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
5
Nonlinear solution status: time= 0.366667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.707866e-07 9.431992e-15 0.000000e+00
energy 1.122529e-04 1.818381e-11 1.122529e-06
displacement 1.074287e+00 1.227983e-04 2.958813e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
6
Nonlinear solution status: time= 0.366667
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.707866e-07 2.893611e-21 0.000000e+00
energy 1.122529e-04 1.644347e-15 1.122529e-06
displacement 1.074287e+00 5.518177e-08 2.960180e-07
------- converged at time : 0.366667
]0;(37%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 12 : 0.4 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
1
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.216941e-07 6.701758e-10 0.000000e+00
energy 1.415750e-04 4.749222e-06 1.415750e-06
displacement 1.229216e+00 1.229216e+00 1.229216e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
2
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.216941e-07 2.601594e-10 0.000000e+00
energy 1.415750e-04 2.009445e-07 1.415750e-06
displacement 1.229216e+00 9.437576e-04 1.212249e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
3
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.216941e-07 2.112998e-09 0.000000e+00
energy 1.415750e-04 1.163107e-06 1.415750e-06
displacement 1.229216e+00 5.231226e-01 3.570707e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
4
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.216941e-07 1.720060e-12 0.000000e+00
energy 1.415750e-04 9.289316e-09 1.415750e-06
displacement 1.229216e+00 1.898278e-03 3.284454e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
5
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.216941e-07 2.616556e-16 0.000000e+00
energy 1.415750e-04 7.059204e-12 1.415750e-06
displacement 1.229216e+00 4.027391e-05 3.286061e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
6
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.216941e-07 1.721781e-24 0.000000e+00
energy 1.415750e-04 9.424528e-18 1.415750e-06
displacement 1.229216e+00 2.741057e-09 3.286195e-07
------- converged at time : 0.4
]0;(40%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 13 : 0.433333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213025
1
Nonlinear solution status: time= 0.433333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.638781e-07 6.975605e-10 0.000000e+00
energy 1.656773e-04 5.658930e-06 1.656773e-06
displacement 1.336078e+00 1.336078e+00 1.336078e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213043
2
Nonlinear solution status: time= 0.433333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.638781e-07 2.959566e-10 0.000000e+00
energy 1.656773e-04 2.291120e-07 1.656773e-06
displacement 1.336078e+00 1.150361e-03 1.305538e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213043
3
Nonlinear solution status: time= 0.433333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.638781e-07 3.974089e-09 0.000000e+00
energy 1.656773e-04 2.256191e-06 1.656773e-06
displacement 1.336078e+00 7.294356e-01 3.461434e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213043
4
Nonlinear solution status: time= 0.433333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.638781e-07 3.612961e-12 0.000000e+00
energy 1.656773e-04 3.683309e-09 1.656773e-06
displacement 1.336078e+00 3.730747e-03 3.020101e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213043
5
Nonlinear solution status: time= 0.433333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.638781e-07 1.008414e-15 0.000000e+00
energy 1.656773e-04 4.389079e-13 1.656773e-06
displacement 1.336078e+00 3.753640e-05 3.038782e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213043
6
Nonlinear solution status: time= 0.433333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.638781e-07 7.337456e-24 0.000000e+00
energy 1.656773e-04 1.979025e-17 1.656773e-06
displacement 1.336078e+00 1.897991e-09 3.038552e-07
------- converged at time : 0.433333
]0;(43%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 14 : 0.466667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213043
1
Nonlinear solution status: time= 0.466667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.206976e-07 7.653125e-08 0.000000e+00
energy 1.980270e-04 9.457482e-06 1.980270e-06
displacement 1.448140e+00 1.448140e+00 1.448140e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213037
2
Nonlinear solution status: time= 0.466667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.206976e-07 2.950085e-10 0.000000e+00
energy 1.980270e-04 2.273300e-07 1.980270e-06
displacement 1.448140e+00 1.104235e-03 1.416172e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213031
3
Nonlinear solution status: time= 0.466667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.206976e-07 4.587226e-09 0.000000e+00
energy 1.980270e-04 2.527180e-06 1.980270e-06
displacement 1.448140e+00 8.399800e-01 3.489713e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213037
4
Nonlinear solution status: time= 0.466667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.206976e-07 6.645472e-12 0.000000e+00
energy 1.980270e-04 1.219801e-08 1.980270e-06
displacement 1.448140e+00 3.793743e-03 3.208923e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213037
5
Nonlinear solution status: time= 0.466667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.206976e-07 7.542034e-16 0.000000e+00
energy 1.980270e-04 4.826112e-12 1.980270e-06
displacement 1.448140e+00 6.367094e-05 3.258699e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213037
6
Nonlinear solution status: time= 0.466667
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.206976e-07 9.907955e-24 0.000000e+00
energy 1.980270e-04 3.259758e-17 1.980270e-06
displacement 1.448140e+00 1.823276e-08 3.259112e-07
------- converged at time : 0.466667
]0;(47%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 15 : 0.5 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213037
1
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.728503e-07 1.471101e-07 0.000000e+00
energy 2.286149e-04 1.190188e-05 2.286149e-06
displacement 1.510182e+00 1.510182e+00 1.510182e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
2
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.728503e-07 3.136562e-10 0.000000e+00
energy 2.286149e-04 2.409233e-07 2.286149e-06
displacement 1.510182e+00 1.161821e-03 1.463024e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
3
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.728503e-07 7.484146e-09 0.000000e+00
energy 2.286149e-04 4.400595e-06 2.286149e-06
displacement 1.510182e+00 1.215512e+00 3.254018e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213067
4
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.728503e-07 1.296487e-11 0.000000e+00
energy 2.286149e-04 2.318047e-08 2.286149e-06
displacement 1.510182e+00 5.035079e-03 3.116526e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213073
5
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.728503e-07 6.497579e-15 0.000000e+00
energy 2.286149e-04 2.295312e-11 2.286149e-06
displacement 1.510182e+00 1.674747e-04 3.187171e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213073
6
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.728503e-07 4.056192e-22 0.000000e+00
energy 2.286149e-04 4.476189e-16 2.286149e-06
displacement 1.510182e+00 2.836126e-08 3.188095e-07
------- converged at time : 0.5
]0;(50%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 16 : 0.533333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213073
1
Nonlinear solution status: time= 0.533333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.469649e-07 1.580456e-07 0.000000e+00
energy 2.668337e-04 1.142463e-05 2.668337e-06
displacement 1.543853e+00 1.543853e+00 1.543853e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
2
Nonlinear solution status: time= 0.533333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.469649e-07 3.320991e-10 0.000000e+00
energy 2.668337e-04 2.456036e-07 2.668337e-06
displacement 1.543853e+00 1.233151e-03 1.492257e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
3
Nonlinear solution status: time= 0.533333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.469649e-07 9.458590e-09 0.000000e+00
energy 2.668337e-04 5.699169e-06 2.668337e-06
displacement 1.543853e+00 1.453439e+00 3.393246e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
4
Nonlinear solution status: time= 0.533333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.469649e-07 4.002494e-11 0.000000e+00
energy 2.668337e-04 3.429632e-08 2.668337e-06
displacement 1.543853e+00 8.077145e-03 3.270075e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
5
Nonlinear solution status: time= 0.533333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.469649e-07 1.845526e-14 0.000000e+00
energy 2.668337e-04 5.534530e-11 2.668337e-06
displacement 1.543853e+00 1.266743e-04 3.325552e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
6
Nonlinear solution status: time= 0.533333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.469649e-07 4.699693e-21 0.000000e+00
energy 2.668337e-04 2.563256e-16 2.668337e-06
displacement 1.543853e+00 2.764471e-08 3.326614e-07
------- converged at time : 0.533333
]0;(53%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 17 : 0.566667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
1
Nonlinear solution status: time= 0.566667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.164649e-07 1.691350e-07 0.000000e+00
energy 3.073271e-04 1.360410e-05 3.073271e-06
displacement 1.607752e+00 1.607752e+00 1.607752e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213097
2
Nonlinear solution status: time= 0.566667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.164649e-07 3.397147e-10 0.000000e+00
energy 3.073271e-04 2.652612e-07 3.073271e-06
displacement 1.607752e+00 1.693274e-03 1.534816e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213085
3
Nonlinear solution status: time= 0.566667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.164649e-07 1.133166e-08 0.000000e+00
energy 3.073271e-04 7.087921e-06 3.073271e-06
displacement 1.607752e+00 1.873128e+00 3.439827e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213061
4
Nonlinear solution status: time= 0.566667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.164649e-07 5.872384e-11 0.000000e+00
energy 3.073271e-04 4.208508e-08 3.073271e-06
displacement 1.607752e+00 1.262976e-02 3.844779e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213073
5
Nonlinear solution status: time= 0.566667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.164649e-07 7.201544e-14 0.000000e+00
energy 3.073271e-04 1.680682e-11 3.073271e-06
displacement 1.607752e+00 8.485439e-04 4.047043e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213073
6
Nonlinear solution status: time= 0.566667
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.164649e-07 1.261569e-20 0.000000e+00
energy 3.073271e-04 3.098698e-15 3.073271e-06
displacement 1.607752e+00 8.885229e-08 4.047335e-07
------- converged at time : 0.566667
]0;(57%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 18 : 0.6 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213073
1
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 7.436999e-10 0.000000e+00
energy 3.476255e-04 9.396577e-06 3.476255e-06
displacement 1.623032e+00 1.623032e+00 1.623032e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213103
2
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 3.656146e-10 0.000000e+00
energy 3.476255e-04 2.685210e-07 3.476255e-06
displacement 1.623032e+00 1.373272e-03 1.554086e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213109
3
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 9.361997e-09 0.000000e+00
energy 3.476255e-04 6.452158e-06 3.476255e-06
displacement 1.623032e+00 1.659903e+00 2.382436e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213109
4
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 7.849580e-11 0.000000e+00
energy 3.476255e-04 4.550425e-08 3.476255e-06
displacement 1.623032e+00 1.745212e-02 3.142381e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213109
5
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 6.740035e-14 0.000000e+00
energy 3.476255e-04 5.539303e-10 3.476255e-06
displacement 1.623032e+00 3.205959e-03 2.977987e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213103
6
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 4.483114e-20 0.000000e+00
energy 3.476255e-04 1.634773e-14 3.476255e-06
displacement 1.623032e+00 7.151215e-07 2.975707e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213103
7
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.946723e-07 6.596943e-32 0.000000e+00
energy 3.476255e-04 1.415102e-23 3.476255e-06
displacement 1.623032e+00 9.651119e-13 2.975705e-07
------- converged at time : 0.6
]0;(60%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 19 : 0.633333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213103
1
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 4.111334e-08 0.000000e+00
energy 3.986816e-04 1.143126e-05 3.986816e-06
displacement 1.665449e+00 1.665449e+00 1.665449e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213169
2
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 3.604032e-10 0.000000e+00
energy 3.986816e-04 2.703313e-07 3.986816e-06
displacement 1.665449e+00 1.533534e-03 1.591601e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213157
3
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 1.450413e-08 0.000000e+00
energy 3.986816e-04 8.400577e-06 3.986816e-06
displacement 1.665449e+00 2.063783e+00 3.375433e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213151
4
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 4.179068e-11 0.000000e+00
energy 3.986816e-04 8.787582e-08 3.986816e-06
displacement 1.665449e+00 1.390203e-02 3.536467e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213145
5
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 3.476383e-13 0.000000e+00
energy 3.986816e-04 1.399611e-10 3.986816e-06
displacement 1.665449e+00 2.285170e-03 3.883045e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213133
6
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 3.644636e-19 0.000000e+00
energy 3.986816e-04 7.343116e-14 3.986816e-06
displacement 1.665449e+00 3.994570e-07 3.879149e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213133
7
Nonlinear solution status: time= 0.633333
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.898723e-07 2.464733e-29 0.000000e+00
energy 3.986816e-04 1.478872e-21 3.986816e-06
displacement 1.665449e+00 3.367205e-11 3.879109e-07
------- converged at time : 0.633333
]0;(63%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 20 : 0.666667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213133
1
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 6.957362e-08 0.000000e+00
energy 4.349323e-04 1.247068e-05 4.349323e-06
displacement 1.672292e+00 1.672292e+00 1.672292e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213199
2
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 3.653330e-10 0.000000e+00
energy 4.349323e-04 2.746494e-07 4.349323e-06
displacement 1.672292e+00 1.605669e-03 1.592267e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213199
3
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 1.629613e-08 0.000000e+00
energy 4.349323e-04 9.676033e-06 4.349323e-06
displacement 1.672292e+00 2.367911e+00 3.090217e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213169
4
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 2.802255e-10 0.000000e+00
energy 4.349323e-04 6.065140e-08 4.349323e-06
displacement 1.672292e+00 3.008443e-02 4.228492e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213151
5
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 4.622129e-13 0.000000e+00
energy 4.349323e-04 1.585922e-09 4.349323e-06
displacement 1.672292e+00 1.641088e-03 4.644722e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213157
6
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 1.971148e-15 0.000000e+00
energy 4.349323e-04 1.148573e-12 4.349323e-06
displacement 1.672292e+00 1.246273e-05 4.683815e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213157
7
Nonlinear solution status: time= 0.666667
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.596924e-07 5.274243e-23 0.000000e+00
energy 4.349323e-04 1.178296e-16 4.349323e-06
displacement 1.672292e+00 2.334453e-08 4.682251e-07
------- converged at time : 0.666667
]0;(67%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 21 : 0.7 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213157
1
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 6.106471e-09 0.000000e+00
energy 4.746217e-04 1.142237e-05 4.746217e-06
displacement 1.688599e+00 1.688599e+00 1.688599e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213199
2
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 3.689692e-10 0.000000e+00
energy 4.746217e-04 2.794234e-07 4.746217e-06
displacement 1.688599e+00 1.659807e-03 1.607109e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213193
3
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 5.491784e-07 0.000000e+00
energy 4.746217e-04 5.615320e-06 4.746217e-06
displacement 1.688599e+00 1.030081e+00 2.001810e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213187
4
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 2.347932e-10 0.000000e+00
energy 4.746217e-04 3.340507e-07 4.746217e-06
displacement 1.688599e+00 3.645829e-01 2.967848e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213181
5
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 1.263661e-11 0.000000e+00
energy 4.746217e-04 2.059407e-09 4.746217e-06
displacement 1.688599e+00 2.554695e-02 4.497784e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213181
6
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 1.033473e-16 0.000000e+00
energy 4.746217e-04 6.207235e-12 4.746217e-06
displacement 1.688599e+00 2.055348e-05 4.527569e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213181
7
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.259344e-07 1.515421e-25 0.000000e+00
energy 4.746217e-04 7.758710e-19 4.746217e-06
displacement 1.688599e+00 6.113276e-10 4.527509e-07
------- converged at time : 0.7
]0;(70%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 22 : 0.733333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213181
1
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 2.411403e-08 0.000000e+00
energy 5.236527e-04 1.238449e-05 5.236527e-06
displacement 1.725640e+00 1.725640e+00 1.725640e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213205
2
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 3.630648e-10 0.000000e+00
energy 5.236527e-04 2.800595e-07 5.236527e-06
displacement 1.725640e+00 1.679687e-03 1.641659e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213187
3
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 9.259396e-09 0.000000e+00
energy 5.236527e-04 5.441233e-06 5.236527e-06
displacement 1.725640e+00 2.358398e+00 2.156134e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213193
4
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 4.548255e-11 0.000000e+00
energy 5.236527e-04 7.510378e-08 5.236527e-06
displacement 1.725640e+00 1.265844e-02 2.673127e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213187
5
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 1.577011e-13 0.000000e+00
energy 5.236527e-04 2.876725e-10 5.236527e-06
displacement 1.725640e+00 6.638460e-04 2.859687e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213193
6
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 3.387326e-20 0.000000e+00
energy 5.236527e-04 1.423955e-14 5.236527e-06
displacement 1.725640e+00 4.827194e-07 2.863631e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213193
7
Nonlinear solution status: time= 0.733333
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.156849e-07 1.166651e-31 0.000000e+00
energy 5.236527e-04 6.070651e-24 5.236527e-06
displacement 1.725640e+00 9.373514e-13 2.863638e-07
------- converged at time : 0.733333
]0;(73%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 23 : 0.766667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213193
1
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 7.922968e-10 0.000000e+00
energy 5.603849e-04 1.219929e-05 5.603849e-06
displacement 1.736672e+00 1.736672e+00 1.736672e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213265
2
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 3.614702e-10 0.000000e+00
energy 5.603849e-04 2.772042e-07 5.603849e-06
displacement 1.736672e+00 1.607049e-03 1.651779e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213253
3
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 3
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 3.146382e-06 0.000000e+00
energy 5.603849e-04 2.628457e-05 5.603849e-06
displacement 1.736672e+00 7.652071e-01 2.368076e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213235
4
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 3.951181e-10 0.000000e+00
energy 5.603849e-04 1.023823e-07 5.603849e-06
displacement 1.736672e+00 5.864119e-01 2.380552e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213229
5
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 2.207905e-12 0.000000e+00
energy 5.603849e-04 6.232642e-09 5.603849e-06
displacement 1.736672e+00 5.886529e-03 3.007870e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213253
6
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 2.568691e-15 0.000000e+00
energy 5.603849e-04 2.101706e-11 5.603849e-06
displacement 1.736672e+00 6.408155e-05 3.073847e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213253
7
Nonlinear solution status: time= 0.766667
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.868563e-07 2.227345e-23 0.000000e+00
energy 5.603849e-04 5.532399e-17 5.603849e-06
displacement 1.736672e+00 3.250193e-09 3.073569e-07
------- converged at time : 0.766667
]0;(77%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 24 : 0.8 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213253
1
Nonlinear solution status: time= 0.8
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050724e-06 7.476929e-10 0.000000e+00
energy 5.936023e-04 1.275256e-05 5.936023e-06
displacement 1.730855e+00 1.730855e+00 1.730855e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
2
Nonlinear solution status: time= 0.8
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050724e-06 3.692687e-10 0.000000e+00
energy 5.936023e-04 2.841839e-07 5.936023e-06
displacement 1.730855e+00 1.585770e-03 1.644070e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213271
3
Nonlinear solution status: time= 0.8
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050724e-06 4.831887e-08 0.000000e+00
energy 5.936023e-04 8.479822e-06 5.936023e-06
displacement 1.730855e+00 2.630453e+00 2.059177e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213283
4
Nonlinear solution status: time= 0.8
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050724e-06 3.308929e-11 0.000000e+00
energy 5.936023e-04 6.780929e-08 5.936023e-06
displacement 1.730855e+00 5.501943e-03 2.151874e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
5
Nonlinear solution status: time= 0.8
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050724e-06 1.253669e-14 0.000000e+00
energy 5.936023e-04 1.026047e-10 5.936023e-06
displacement 1.730855e+00 3.225773e-04 2.072506e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
6
Nonlinear solution status: time= 0.8
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.050724e-06 2.785764e-22 0.000000e+00
energy 5.936023e-04 4.392474e-16 5.936023e-06
displacement 1.730855e+00 9.188515e-08 2.070373e-07
------- converged at time : 0.8
]0;(80%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 25 : 0.833333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
1
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 7.403408e-10 0.000000e+00
energy 6.294743e-04 1.314353e-05 6.294743e-06
displacement 1.746046e+00 1.746046e+00 1.746046e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213283
2
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 3.658517e-10 0.000000e+00
energy 6.294743e-04 2.907942e-07 6.294743e-06
displacement 1.746046e+00 1.753737e-03 1.655337e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213283
3
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 6.187235e-09 0.000000e+00
energy 6.294743e-04 4.338126e-06 6.294743e-06
displacement 1.746046e+00 2.483498e+00 1.366664e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213295
4
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 3.448779e-11 0.000000e+00
energy 6.294743e-04 8.725587e-08 6.294743e-06
displacement 1.746046e+00 3.454992e-03 1.420787e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
5
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 3.631129e-14 0.000000e+00
energy 6.294743e-04 3.919452e-10 6.294743e-06
displacement 1.746046e+00 7.279609e-04 1.295359e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
6
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 1.470594e-20 0.000000e+00
energy 6.294743e-04 9.527523e-15 6.294743e-06
displacement 1.746046e+00 3.787133e-07 1.292221e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
7
Nonlinear solution status: time= 0.833333
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.115326e-06 2.603497e-32 0.000000e+00
energy 6.294743e-04 5.157936e-24 6.294743e-06
displacement 1.746046e+00 5.518767e-13 1.292217e-07
------- converged at time : 0.833333
]0;(83%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 26 : 0.866667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213289
1
Nonlinear solution status: time= 0.866667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.157880e-06 7.346577e-10 0.000000e+00
energy 6.528382e-04 1.335833e-05 6.528382e-06
displacement 1.758414e+00 1.758414e+00 1.758414e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213337
2
Nonlinear solution status: time= 0.866667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.157880e-06 3.597153e-10 0.000000e+00
energy 6.528382e-04 2.864947e-07 6.528382e-06
displacement 1.758414e+00 1.648617e-03 1.668418e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213337
3
Nonlinear solution status: time= 0.866667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.157880e-06 2.059590e-08 0.000000e+00
energy 6.528382e-04 3.803319e-06 6.528382e-06
displacement 1.758414e+00 2.264986e+00 8.031148e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213355
4
Nonlinear solution status: time= 0.866667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.157880e-06 1.137057e-11 0.000000e+00
energy 6.528382e-04 8.717141e-09 6.528382e-06
displacement 1.758414e+00 5.462048e-03 1.049281e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213367
5
Nonlinear solution status: time= 0.866667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.157880e-06 2.740297e-15 0.000000e+00
energy 6.528382e-04 2.852607e-11 6.528382e-06
displacement 1.758414e+00 7.835009e-05 1.010672e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213367
6
Nonlinear solution status: time= 0.866667
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.157880e-06 1.583359e-23 0.000000e+00
energy 6.528382e-04 2.543621e-17 6.528382e-06
displacement 1.758414e+00 3.384441e-09 1.010540e-07
------- converged at time : 0.866667
]0;(87%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 27 : 0.9 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213367
1
Nonlinear solution status: time= 0.9
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.204754e-06 7.131782e-10 0.000000e+00
energy 6.798651e-04 1.351517e-05 6.798651e-06
displacement 1.772364e+00 1.772364e+00 1.772364e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213349
2
Nonlinear solution status: time= 0.9
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.204754e-06 3.525225e-10 0.000000e+00
energy 6.798651e-04 2.852728e-07 6.798651e-06
displacement 1.772364e+00 1.780982e-03 1.679751e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213349
3
Nonlinear solution status: time= 0.9
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.204754e-06 5.624726e-09 0.000000e+00
energy 6.798651e-04 2.120289e-06 6.798651e-06
displacement 1.772364e+00 2.219345e+00 5.990189e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213379
4
Nonlinear solution status: time= 0.9
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.204754e-06 3.208583e-12 0.000000e+00
energy 6.798651e-04 1.445346e-08 6.798651e-06
displacement 1.772364e+00 2.172710e-03 5.613579e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213373
5
Nonlinear solution status: time= 0.9
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.204754e-06 3.080154e-16 0.000000e+00
energy 6.798651e-04 5.995981e-12 6.798651e-06
displacement 1.772364e+00 3.676920e-05 5.426544e-08
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213373
6
Nonlinear solution status: time= 0.9
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.204754e-06 2.224938e-25 0.000000e+00
energy 6.798651e-04 1.674473e-18 6.798651e-06
displacement 1.772364e+00 7.795581e-10 5.425416e-08
------- converged at time : 0.9
]0;(90%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 28 : 0.933333 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213373
1
Nonlinear solution status: time= 0.933333
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.224107e-06 6.996194e-10 0.000000e+00
energy 6.916902e-04 1.364083e-05 6.916902e-06
displacement 1.778970e+00 1.778970e+00 1.778970e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213385
2
Nonlinear solution status: time= 0.933333
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.224107e-06 3.439316e-10 0.000000e+00
energy 6.916902e-04 2.783562e-07 6.916902e-06
displacement 1.778970e+00 1.596291e-03 1.689766e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213385
3
Nonlinear solution status: time= 0.933333
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.224107e-06 1.065034e-09 0.000000e+00
energy 6.916902e-04 8.494844e-07 6.916902e-06
displacement 1.778970e+00 1.973416e+00 2.159600e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213415
4
Nonlinear solution status: time= 0.933333
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.224107e-06 2.080720e-09 0.000000e+00
energy 6.916902e-04 1.581733e-08 6.916902e-06
displacement 1.778970e+00 1.810895e-03 1.936015e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213421
5
Nonlinear solution status: time= 0.933333
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.224107e-06 1.268600e-17 0.000000e+00
energy 6.916902e-04 1.090164e-12 6.916902e-06
displacement 1.778970e+00 1.045221e-05 1.902640e-08
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213421
6
Nonlinear solution status: time= 0.933333
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.224107e-06 7.740268e-28 0.000000e+00
energy 6.916902e-04 3.941197e-20 6.916902e-06
displacement 1.778970e+00 2.517249e-10 1.902271e-08
------- converged at time : 0.933333
]0;(93%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 29 : 0.966667 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213421
1
Nonlinear solution status: time= 0.966667
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.246388e-06 7.104831e-10 0.000000e+00
energy 7.059279e-04 1.373043e-05 7.059279e-06
displacement 1.788400e+00 1.788400e+00 1.788400e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213415
2
Nonlinear solution status: time= 0.966667
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.246388e-06 3.379590e-10 0.000000e+00
energy 7.059279e-04 2.780517e-07 7.059279e-06
displacement 1.788400e+00 1.594455e-03 1.699543e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213415
3
Nonlinear solution status: time= 0.966667
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.246388e-06 3.486298e-10 0.000000e+00
energy 7.059279e-04 2.588966e-07 7.059279e-06
displacement 1.788400e+00 1.783181e+00 4.516959e-09
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213445
4
Nonlinear solution status: time= 0.966667
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.246388e-06 9.716767e-10 0.000000e+00
energy 7.059279e-04 1.410190e-08 7.059279e-06
displacement 1.788400e+00 1.930312e-03 5.330771e-09
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213445
5
Nonlinear solution status: time= 0.966667
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.246388e-06 1.889320e-18 0.000000e+00
energy 7.059279e-04 9.871580e-14 7.059279e-06
displacement 1.788400e+00 9.353745e-06 5.020421e-09
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213445
6
Nonlinear solution status: time= 0.966667
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.246388e-06 9.069200e-30 0.000000e+00
energy 7.059279e-04 1.008252e-21 7.059279e-06
displacement 1.788400e+00 1.515636e-12 5.020401e-09
------- converged at time : 0.966667
]0;(97%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 30 : 1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213445
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 1.263066e-06 6.988052e-10 0.000000e+00
energy 7.158822e-04 1.379474e-05 7.158822e-06
displacement 1.794098e+00 1.794098e+00 1.794098e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213421
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 1.263066e-06 3.351220e-10 0.000000e+00
energy 7.158822e-04 2.762095e-07 7.158822e-06
displacement 1.794098e+00 1.540716e-03 1.706511e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213427
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 1.263066e-06 2.192954e-10 0.000000e+00
energy 7.158822e-04 9.035240e-08 7.158822e-06
displacement 1.794098e+00 1.700734e+00 1.661227e-09
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213457
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 1.263066e-06 3.513922e-14 0.000000e+00
energy 7.158822e-04 4.264011e-10 7.158822e-06
displacement 1.794098e+00 1.563879e-03 7.856778e-10
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213457
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 1.263066e-06 1.383808e-20 0.000000e+00
energy 7.158822e-04 4.525710e-15 7.158822e-06
displacement 1.794098e+00 5.809633e-07 7.691727e-10
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 4939
Nr of nonzeroes in stiffness matrix ....... : 213457
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 1.263066e-06 1.240925e-32 0.000000e+00
energy 7.158822e-04 9.919115e-25 7.158822e-06
displacement 1.794098e+00 5.795736e-14 7.691773e-10
------- converged at time : 1
]0;(100%) tempModel.feb - FEBio 2.9.0.0
N O N L I N E A R I T E R A T I O N I N F O R M A T I O N
Number of time steps completed .................... : 30
Total number of equilibrium iterations ............ : 160
Average number of equilibrium iterations .......... : 5.33333
Total number of right hand evaluations ............ : 200
Total number of stiffness reformations ............ : 160
Time in linear solver: 0:00:07
Elapsed time : 0:00:19
N O R M A L T E R M I N A T I O N
Waiting for log file...
Proceeding to check log file...04-Jun-2019 12:56:53
------- converged at time : 0.0333333
------- converged at time : 0.0666667
------- converged at time : 0.1
------- converged at time : 0.133333
------- converged at time : 0.166667
------- converged at time : 0.2
------- converged at time : 0.233333
------- converged at time : 0.266667
------- converged at time : 0.3
------- converged at time : 0.333333
------- converged at time : 0.366667
------- converged at time : 0.4
------- converged at time : 0.433333
------- converged at time : 0.466667
------- converged at time : 0.5
------- converged at time : 0.533333
------- converged at time : 0.566667
------- converged at time : 0.6
------- converged at time : 0.633333
------- converged at time : 0.666667
------- converged at time : 0.7
------- converged at time : 0.733333
------- converged at time : 0.766667
------- converged at time : 0.8
------- converged at time : 0.833333
------- converged at time : 0.866667
------- converged at time : 0.9
------- converged at time : 0.933333
------- converged at time : 0.966667
------- converged at time : 1
--- Done --- 04-Jun-2019 12:56:53
Import FEBio results
if 1%runFlag==1 %i.e. a succesful run % Importing nodal displacements from a log file [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements time_mat=[0; time_mat(:)]; %Time N_disp_mat=N_disp_mat(:,2:end,:); sizImport=size(N_disp_mat); sizImport(3)=sizImport(3)+1; N_disp_mat_n=zeros(sizImport); N_disp_mat_n(:,:,2:end)=N_disp_mat; N_disp_mat=N_disp_mat_n; DN=N_disp_mat(:,:,end); DN_magnitude=sqrt(sum(DN(:,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]=vertexToFaceMeasure(Fb_all,DN_magnitude); % % Plotting the simulated results using |anim8| to visualize and animate % deformations % Create basic view and store graphics handle to initiate animation hf=cFigure; hold on; gtitle([febioFebFileNamePart,': Press play to animate']); hp1=gpatch(Fb_blob,V_def,DN_magnitude,'k',1); %Add graphics object to animate hp2=gpatch(F_probe,V_def,'kw','none',0.5); %Add graphics object to animate hp3=gpatch(F_plate,V_def,'kw','none',0.5); %Add graphics object to animate % gpatch(Fb_all,V,0.5*ones(1,3),'none',0.25); %A static graphics object axisGeom(gca,fontSize); colormap(gjet(250)); colorbar; caxis([0 max(DN_magnitude)]); caxis manual; axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]); camlight headlight; view(15,8); 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]=vertexToFaceMeasure(Fb_all,DN_magnitude); %Current color data to use %Set entries in animation structure animStruct.Handles{qt}=[hp1 hp1 hp2 hp3]; %Handles of objects to animate animStruct.Props{qt}={'Vertices','CData','Vertices','Vertices'}; %Properties of objects to animate animStruct.Set{qt}={V_def,DN_magnitude,V_def,V_def}; %Property values for to set in order to animate end anim8(hf,animStruct); %Initiate animation feature caxis([0 max(DN_magnitude)]); caxis manual; 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/.