DEMO_febio_0036_sphere_branches_slide_body_force
Below is a demonstration for:
- Building geometry for a spherical blob with tetrahedral elements which is being aspirated into a tube. This demo consists off:
- Defining the boundary conditions
- Coding the febio structure
- Running the model
- Importing and visualizing the displacement results
Contents
Keywords
- febio_spec version 2.5
- febio, FEBio
- indentation
- contact, sliding, friction
- rigid body constraints
- tetrahedral elements, tet4
- triangular elements, tri3
- shell elements
- 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; cMap=blood(250);
Control parameters
% Path names defaultFolder = fileparts(fileparts(mfilename('fullpath'))); savePath=fullfile(defaultFolder,'data','temp'); % Defining file names febioFebFileNamePart='tempModel'; febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement febioLogFileName_strainEnergy=[febioFebFileNamePart,'_energy_out.txt']; %Log file name for exporting strain energy density % Sphere parameters sphereRadius=3;% numElementsMantel=6; % Ground plate parameters tubeRadius=sphereRadius.*[1 0.1]; tubeAngle=3*(pi/180); tubeLength=abs(diff(tubeRadius))/tan(tubeAngle); % Material parameter set c1=1e-3; %Shear-modulus-like parameter MPa m1=2; %Material parameter setting degree of non-linearity k_factor=10; %Bulk modulus factor k=c1*k_factor; %Bulk modulus d=1e-9; %Density % FEA control settings max_refs=25; %Max reforms max_ups=0; %Set to zero to use full-Newton iterations opt_iter=15; %Optimum number of iterations max_retries=25; %Maximum number of retires symmetric_stiffness=0; min_residual=1e-20; analysisType1='dynamic'; timeTotal1=1; %Analysis time numTimeSteps1=100; %Number of time steps desired step_size1=timeTotal1/numTimeSteps1; dtmin1=(timeTotal1/numTimeSteps1)/100; %Minimum time step size dtmax1=timeTotal1/10; %Maximum time step size analysisType2='dynamic'; timeTotal2=100; %Analysis time numTimeSteps2=10; %Number of time steps desired step_size2=timeTotal2/numTimeSteps2; dtmin2=(timeTotal2/numTimeSteps2)/100; %Minimum time step size dtmax2=timeTotal2/2; %Maximum time step size timeTotal=timeTotal1+timeTotal2; %Contact parameters contactPenalty=20; laugon=0; minaug=1; maxaug=10; fric_coeff=0.7; %Specifying load sphereVolume=4/3*(pi*sphereRadius^3); %Sphere Volume in mm^3 sphereMass=sphereVolume.*d; %Sphere mass in tone sphereSectionArea=pi*sphereRadius^2; bodyLoadMagnitude=(9.81*1000)*75; forceBodyLoad=sphereMass.*bodyLoadMagnitude; stressBodyLoad=forceBodyLoad/sphereSectionArea;
Creating model geometry and mesh
%Control settings cPar.sphereRadius=sphereRadius; cPar.coreRadius=cPar.sphereRadius/2; cPar.numElementsMantel=numElementsMantel; cPar.numElementsCore=round(numElementsMantel*1.5); cPar.outputStructType=2; cPar.makeHollow=0; cPar.cParSmooth.n=25; %Creating sphere [meshOutput]=hexMeshSphere(cPar); % Access model element and patch data Fb_blob=meshOutput.facesBoundary; Cb_blob=meshOutput.boundaryMarker; V_blob=meshOutput.nodes; E_blob=meshOutput.elements;
Visualize blob mesh
hFig=cFigure; subplot(1,2,1); hold on; gpatch(Fb_blob,V_blob,Cb_blob,'k',0.8); patchNormPlot(Fb_blob,V_blob); axisGeom(gca,fontSize); colormap(gjet); icolorbar; camlight headlight; hs=subplot(1,2,2); hold on; title('Cut view of solid mesh','FontSize',fontSize); optionStruct.hFig=[hFig hs]; gpatch(Fb_blob,V_blob,'kw','none',0.25); meshView(meshOutput,optionStruct); axisGeom(gca,fontSize); drawnow;
Creating tube model
pointSpacingBlob=mean(patchEdgeLengths(Fb_blob,V_blob)); pointSpacingTube=pointSpacingBlob/2; rEnd=sphereRadius+(sphereRadius.*((sphereRadius-tubeRadius(2))/tubeLength)); V_curve_tube=[sphereRadius rEnd 0; -tubeLength tubeRadius(2) 0;]; nResample=ceil(max(pathLength(V_curve_tube))./pointSpacingTube); V_curve_tube=evenlySampleCurve(V_curve_tube,nResample,'pchip',0); cPar.closeLoopOpt=1; cPar.numSteps=[]; %If empty the number of steps is derived from point spacing of input curve cPar.w=[1 0 0]; [F_tube,V_tube]=polyRevolve(V_curve_tube,cPar); center_of_mass_tube=mean(V_tube,1);
Join model node sets
V=[V_blob; V_tube; ]; F_tube=F_tube+size(V_blob,1);
Visualizing model
cFigure; hold on; gtitle('Model components',fontSize); hl(1)=gpatch(Fb_blob,V,'rw','k',0.8); hl(2)=gpatch(F_tube,V,'kw','k',0.5); legend(hl,{'Blob','Tube'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Get contact surfaces
F_contact_blob=Fb_blob;
Visualize contact surfaces
cFigure; hold on; title('Tube blob contact pair','fontsize',fontSize); hl(1)=gpatch(F_tube,V,'rw','k',0.8); patchNormPlot(F_tube,V); hl(2)=gpatch(F_contact_blob,V,'kw','k',0.5); patchNormPlot(F_contact_blob,V); legend(hl,{'Master','Slave'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Defining the FEBio input structure
See also febioStructTemplate and febioStruct2xml and the FEBio user manual.
%Get a template with default settings [febio_spec]=febioStructTemplate; %febio_spec version febio_spec.ATTR.version='2.5'; %Module section febio_spec.Module.ATTR.type='solid'; %Control section stepStruct1.Control.analysis.ATTR.type=analysisType1; stepStruct1.Control.time_steps=numTimeSteps1; stepStruct1.Control.step_size=step_size1; stepStruct1.Control.time_stepper.dtmin=dtmin1; stepStruct1.Control.time_stepper.dtmax=dtmax1; stepStruct1.Control.time_stepper.max_retries=max_retries; stepStruct1.Control.time_stepper.opt_iter=opt_iter; stepStruct1.Control.max_refs=max_refs; stepStruct1.Control.max_ups=max_ups; stepStruct1.Control.symmetric_stiffness=symmetric_stiffness; stepStruct1.Control.min_residual=min_residual; stepStruct2.Control.analysis.ATTR.type=analysisType2; stepStruct2.Control.time_steps=numTimeSteps2; stepStruct2.Control.step_size=step_size2; stepStruct2.Control.time_stepper.dtmin=dtmin2; stepStruct2.Control.time_stepper.dtmax=dtmax2; stepStruct2.Control.time_stepper.max_retries=max_retries; stepStruct2.Control.time_stepper.opt_iter=opt_iter; stepStruct2.Control.max_refs=max_refs; stepStruct2.Control.max_ups=max_ups; stepStruct2.Control.symmetric_stiffness=symmetric_stiffness; stepStruct2.Control.min_residual=min_residual; %Add template based default settings to proposed control section [stepStruct1.Control]=structComplete(stepStruct1.Control,febio_spec.Control,1); %Complement provided with default if missing [stepStruct2.Control]=structComplete(stepStruct2.Control,febio_spec.Control,1); %Complement provided with default if missing %Remove control field (part of template) since step specific control sections are used febio_spec=rmfield(febio_spec,'Control'); febio_spec.Step{1}.Control=stepStruct1.Control; febio_spec.Step{1}.ATTR.id=1; febio_spec.Step{2}.Control=stepStruct2.Control; febio_spec.Step{2}.ATTR.id=2; %Material section febio_spec.Material.material{1}.ATTR.type='Ogden unconstrained'; febio_spec.Material.material{1}.ATTR.id=1; febio_spec.Material.material{1}.c1=c1; febio_spec.Material.material{1}.m1=m1; febio_spec.Material.material{1}.c2=c1; febio_spec.Material.material{1}.m2=-m1; febio_spec.Material.material{1}.cp=k; febio_spec.Material.material{1}.density=d; febio_spec.Material.material{2}.ATTR.type='rigid body'; febio_spec.Material.material{2}.ATTR.id=2; febio_spec.Material.material{2}.density=1; febio_spec.Material.material{2}.center_of_mass=center_of_mass_tube; %Geometry section % -> Nodes febio_spec.Geometry.Nodes{1}.ATTR.name='nodeSet_all'; %The node set name febio_spec.Geometry.Nodes{1}.node.ATTR.id=(1:size(V,1))'; %The node id's febio_spec.Geometry.Nodes{1}.node.VAL=V; %The nodel coordinates % -> Elements febio_spec.Geometry.Elements{1}.ATTR.type='hex8'; %Element type of this set febio_spec.Geometry.Elements{1}.ATTR.mat=1; %material index for this set febio_spec.Geometry.Elements{1}.ATTR.name='Blob'; %Name of the element set febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E_blob,1))'; %Element id's febio_spec.Geometry.Elements{1}.elem.VAL=E_blob; febio_spec.Geometry.Elements{2}.ATTR.type='quad4'; %Element type of this set febio_spec.Geometry.Elements{2}.ATTR.mat=2; %material index for this set febio_spec.Geometry.Elements{2}.ATTR.name='Tube'; %Name of the element set febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E_blob,1)+(1:1:size(F_tube,1))'; %Element id's febio_spec.Geometry.Elements{2}.elem.VAL=F_tube; % % -> Surfaces febio_spec.Geometry.Surface{1}.ATTR.name='contact_master1'; febio_spec.Geometry.Surface{1}.quad4.ATTR.lid=(1:1:size(F_tube,1))'; febio_spec.Geometry.Surface{1}.quad4.VAL=F_tube; febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave1'; febio_spec.Geometry.Surface{2}.quad4.ATTR.lid=(1:1:size(F_contact_blob,1))'; febio_spec.Geometry.Surface{2}.quad4.VAL=F_contact_blob; % -> Surface pairs febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact1_tube_blob'; febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name; febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name; %Boundary condition section % -> Fix boundary conditions % febio_spec.Boundary.fix{1}.ATTR.bc='x'; % febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; % febio_spec.Boundary.fix{1}.ATTR.bc='y'; % febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; % febio_spec.Boundary.fix{2}.ATTR.bc='z'; % febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; febio_spec.Loads.body_load{1}.ATTR.type='const'; febio_spec.Loads.body_load{1}.x.VAL=bodyLoadMagnitude; febio_spec.Loads.body_load{1}.x.ATTR.lc=1; % -> Prescribed boundary conditions on the rigid body febio_spec.Boundary.rigid_body{1}.ATTR.mat=2; febio_spec.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='x'; febio_spec.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='y'; febio_spec.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='z'; febio_spec.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Rx'; febio_spec.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Ry'; febio_spec.Boundary.rigid_body{1}.fixed{6}.ATTR.bc='Rz'; %Contact section febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name; febio_spec.Contact.contact{1}.ATTR.type='sliding-elastic'; febio_spec.Contact.contact{1}.two_pass=1; febio_spec.Contact.contact{1}.laugon=laugon; febio_spec.Contact.contact{1}.tolerance=0.2; febio_spec.Contact.contact{1}.gaptol=0; febio_spec.Contact.contact{1}.minaug=minaug; febio_spec.Contact.contact{1}.maxaug=maxaug; febio_spec.Contact.contact{1}.search_tol=0.01; febio_spec.Contact.contact{1}.search_radius=0.1; febio_spec.Contact.contact{1}.symmetric_stiffness=0; febio_spec.Contact.contact{1}.auto_penalty=1; febio_spec.Contact.contact{1}.penalty=contactPenalty; febio_spec.Contact.contact{1}.fric_coeff=fric_coeff; %LoadData febio_spec.LoadData.loadcurve{1}.ATTR.id=1; febio_spec.LoadData.loadcurve{1}.ATTR.type='linear'; febio_spec.LoadData.loadcurve{1}.point.VAL=[0 0; timeTotal1 1; timeTotal 1]; %Output section % -> log file febio_spec.Output.logfile.ATTR.file=febioLogFileName; febio_spec.Output.logfile.node_data{1}.ATTR.file=febioLogFileName_disp; febio_spec.Output.logfile.node_data{1}.ATTR.data='ux;uy;uz'; febio_spec.Output.logfile.node_data{1}.ATTR.delim=','; febio_spec.Output.logfile.node_data{1}.VAL=1:size(V,1); febio_spec.Output.logfile.element_data{1}.ATTR.file=febioLogFileName_strainEnergy; febio_spec.Output.logfile.element_data{1}.ATTR.data='sed'; febio_spec.Output.logfile.element_data{1}.ATTR.delim=','; febio_spec.Output.logfile.element_data{1}.VAL=1:size(E_blob,1);
Quick viewing of the FEBio input file structure
The febView function can be used to view the xml structure in a MATLAB figure window.
febView(febio_spec); %Viewing the febio file
Exporting the FEBio input file
Exporting the febio_spec structure to an FEBio input file is done using the febioStruct2xml function.
febioStruct2xml(febio_spec,febioFebFileName); %Exporting to file and domNode
Running the FEBio analysis
To run the analysis defined by the created FEBio input file the runMonitorFEBio function is used. The input for this function is a structure defining job settings e.g. the FEBio input file name. The optional output runFlag informs the user if the analysis was run succesfully.
febioAnalysis.run_filename=febioFebFileName; %The input file name febioAnalysis.run_logname=febioLogFileName; %The name for the log file febioAnalysis.disp_on=1; %Display information on the command window febioAnalysis.disp_log_on=1; %Display convergence information in the command window febioAnalysis.runMode='internal';%'internal'; febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small) febioAnalysis.maxtpi=1e99; %Max analysis time febioAnalysis.maxLogCheckTime=3; %Max log file checking time [runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 04-Jun-2019 13:06:53
===========================================================================
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F I N I T E E L E M E N T S F O R B I O M E C H A N I C S
--- v e r s i o n - 2 . 9 . 0 ---
http://febio.org
FEBio is a registered trademark.
copyright (c) 2006-2019 - All rights reserved
===========================================================================
Success loading plugin NeoHookeanPi.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
*************************************************************************
* WARNING *
* *
* 230 isolated vertices removed. *
*************************************************************************
]0;(step 1/2: 0%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 1 : 0.01 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.01
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.599144e-10 1.697853e-08 0.000000e+00
energy 1.507741e-04 8.884648e-18 1.507741e-06
displacement 1.328960e+02 1.328960e+02 1.328960e-04
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.01
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.599144e-10 9.046396e-11 0.000000e+00
energy 1.507741e-04 7.046765e-08 1.507741e-06
displacement 1.328960e+02 1.072782e-03 1.328306e-04
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.01
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.599144e-10 4.672979e-12 0.000000e+00
energy 1.507741e-04 3.020645e-13 1.507741e-06
displacement 1.328960e+02 2.311958e-05 1.328186e-04
------- converged at time : 0.01
]0;(step 1/2: 1%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.028
===== beginning time step 2 : 0.038 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 9.797393e-06 0.000000e+00
energy 2.086246e-03 2.569492e-04 2.086246e-05
displacement 8.837284e+02 8.837284e+02 8.837284e-04
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 8.403906e-07 0.000000e+00
energy 2.086246e-03 6.968882e-05 2.086246e-05
displacement 8.837284e+02 4.940510e-01 9.092243e-04
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 3
step from line search = 0.491444
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 3.632199e-07 0.000000e+00
energy 2.086246e-03 2.851541e-04 2.086246e-05
displacement 8.837284e+02 9.882740e+00 1.086791e-03
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 3.989530e-07 0.000000e+00
energy 2.086246e-03 1.233239e-05 2.086246e-05
displacement 8.837284e+02 7.938047e+01 1.733153e-03
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 5
step from line search = 0.403205
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 2.622320e-07 0.000000e+00
energy 2.086246e-03 4.007097e-04 2.086246e-05
displacement 8.837284e+02 1.027968e+03 5.425087e-03
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 6
step from line search = 0.412021
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 1.329287e-07 0.000000e+00
energy 2.086246e-03 3.708121e-05 2.086246e-05
displacement 8.837284e+02 2.843448e+02 8.192075e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 7
step from line search = 0.206465
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 8.392229e-08 0.000000e+00
energy 2.086246e-03 6.701872e-06 2.086246e-05
displacement 8.837284e+02 2.154238e+01 9.053473e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 0.203934
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 5.359356e-08 0.000000e+00
energy 2.086246e-03 4.448887e-06 2.086246e-05
displacement 8.837284e+02 1.295454e+01 9.751060e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 9
step from line search = 0.430328
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 1.752690e-08 0.000000e+00
energy 2.086246e-03 4.752381e-06 2.086246e-05
displacement 8.837284e+02 3.497952e+01 1.095341e-02
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 2.820000e-10 0.000000e+00
energy 2.086246e-03 3.634471e-06 2.086246e-05
displacement 8.837284e+02 5.941470e+01 1.262496e-02
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 1.175325e-11 0.000000e+00
energy 2.086246e-03 2.423690e-08 2.086246e-05
displacement 8.837284e+02 1.515239e-02 1.260916e-02
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.038
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.907924e-09 5.564500e-17 0.000000e+00
energy 2.086246e-03 1.584039e-12 2.086246e-05
displacement 8.837284e+02 1.536419e-03 1.260497e-02
------- converged at time : 0.038
]0;(step 1/2: 4%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0364984
===== beginning time step 3 : 0.0744984 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 5.674292e-07 0.000000e+00
energy 2.702191e-04 2.424944e-05 2.702191e-06
displacement 3.318997e+01 3.318997e+01 3.318997e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 1.206777e-07 0.000000e+00
energy 2.702191e-04 9.550649e-06 2.702191e-06
displacement 3.318997e+01 6.052865e-02 3.593959e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 2.122571e-07 0.000000e+00
energy 2.702191e-04 3.687442e-05 2.702191e-06
displacement 3.318997e+01 1.473762e+01 9.468104e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 0.469583
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 1.540465e-07 0.000000e+00
energy 2.702191e-04 1.974832e-04 2.702191e-06
displacement 3.318997e+01 7.777944e+02 1.405424e-03
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 3.664515e-08 0.000000e+00
energy 2.702191e-04 2.035377e-04 2.702191e-06
displacement 3.318997e+01 8.684592e+02 4.480283e-03
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 8.991351e-11 0.000000e+00
energy 2.702191e-04 8.974430e-08 2.702191e-06
displacement 3.318997e+01 1.261007e-01 4.435449e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 2.510668e-12 0.000000e+00
energy 2.702191e-04 2.018749e-08 2.702191e-06
displacement 3.318997e+01 1.403498e-01 4.444940e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.0744984
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.795379e-07 1.772123e-18 0.000000e+00
energy 2.702191e-04 1.169688e-12 2.702191e-06
displacement 3.318997e+01 3.363286e-04 4.446343e-03
------- converged at time : 0.0744984
]0;(step 1/2: 7%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0491988
===== beginning time step 4 : 0.123697 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 8.946163e-07 0.000000e+00
energy 2.088533e-04 2.911817e-05 2.088533e-06
displacement 2.283839e+01 2.283839e+01 2.283839e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 7.781446e-08 0.000000e+00
energy 2.088533e-04 8.597526e-06 2.088533e-06
displacement 2.283839e+01 5.598935e-02 2.506150e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 1.293463e-07 0.000000e+00
energy 2.088533e-04 1.153514e-05 2.088533e-06
displacement 2.283839e+01 1.010322e+00 3.565597e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 0.198640
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 2.017644e-07 0.000000e+00
energy 2.088533e-04 2.028370e-04 2.088533e-06
displacement 2.283839e+01 6.584453e+01 1.870677e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 5
step from line search = 0.150000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 1.676260e-07 0.000000e+00
energy 2.088533e-04 1.181178e-04 2.088533e-06
displacement 2.283839e+01 3.406883e+01 3.768993e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 6
step from line search = 0.389159
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 1.116886e-07 0.000000e+00
energy 2.088533e-04 8.031582e-05 2.088533e-06
displacement 2.283839e+01 2.270621e+02 1.176757e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 3.002232e-09 0.000000e+00
energy 2.088533e-04 4.420363e-05 2.088533e-06
displacement 2.283839e+01 5.024563e+02 3.168099e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 8
step from line search = 0.035926
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 2.795053e-09 0.000000e+00
energy 2.088533e-04 7.173977e-07 2.088533e-06
displacement 2.283839e+01 5.164286e-02 3.156039e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 9
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 1.862687e-07 0.000000e+00
energy 2.088533e-04 7.594450e-05 2.088533e-06
displacement 2.283839e+01 1.137593e+01 2.996712e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 7.300474e-09 0.000000e+00
energy 2.088533e-04 9.592914e-06 2.088533e-06
displacement 2.283839e+01 8.595696e+00 2.852782e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 1.195203e-10 0.000000e+00
energy 2.088533e-04 2.164783e-07 2.088533e-06
displacement 2.283839e+01 7.942612e-01 2.908326e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 12
step from line search = 0.123959
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 9.232972e-11 0.000000e+00
energy 2.088533e-04 1.003803e-08 2.088533e-06
displacement 2.283839e+01 1.113049e-02 2.907545e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 30
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 1.137359e-10 0.000000e+00
energy 2.088533e-04 3.887698e-08 2.088533e-06
displacement 2.283839e+01 7.096206e-01 2.903394e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.123697
stiffness updates = 0
right hand side evaluations = 33
stiffness matrix reformations = 14
step from line search = 0.256168
convergence norms : INITIAL CURRENT REQUIRED
residual 4.759630e-07 6.597709e-11 0.000000e+00
energy 2.088533e-04 1.634197e-10 2.088533e-06
displacement 2.283839e+01 2.331923e-04 2.904799e-03
------- converged at time : 0.123697
]0;(step 1/2: 12%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0509818
===== beginning time step 5 : 0.174679 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 2.172630e-06 0.000000e+00
energy 8.687078e-04 7.417030e-05 8.687078e-06
displacement 9.652321e+01 9.652321e+01 9.652321e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 2.814839e-07 0.000000e+00
energy 8.687078e-04 2.748226e-05 8.687078e-06
displacement 9.652321e+01 2.089133e-01 1.051941e-04
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 7.877926e-07 0.000000e+00
energy 8.687078e-04 6.102662e-05 8.687078e-06
displacement 9.652321e+01 2.345642e+01 2.203430e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 0.131679
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 6.091476e-07 0.000000e+00
energy 8.687078e-04 6.029990e-04 8.687078e-06
displacement 9.652321e+01 8.217732e+01 5.339233e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 5
step from line search = 0.079570
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 5.569789e-07 0.000000e+00
energy 8.687078e-04 3.665930e-04 8.687078e-06
displacement 9.652321e+01 4.310519e+01 8.604153e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 6
step from line search = 0.081028
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 5.468131e-07 0.000000e+00
energy 8.687078e-04 2.735611e-04 8.687078e-06
displacement 9.652321e+01 4.156993e+01 1.265176e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 7
step from line search = 0.218520
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 7.355644e-07 0.000000e+00
energy 8.687078e-04 2.631769e-04 8.687078e-06
displacement 9.652321e+01 2.416340e+02 2.607443e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 0.380724
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 4.727124e-07 0.000000e+00
energy 8.687078e-04 3.624372e-06 8.687078e-06
displacement 9.652321e+01 4.713744e+02 5.247518e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 9
step from line search = 0.246498
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 2.697445e-07 0.000000e+00
energy 8.687078e-04 1.436284e-06 8.687078e-06
displacement 9.652321e+01 7.209302e+01 6.522768e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 10
step from line search = 0.095591
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 2.206926e-07 0.000000e+00
energy 8.687078e-04 1.142739e-06 8.687078e-06
displacement 9.652321e+01 6.123476e+00 6.919038e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 11
step from line search = 0.082876
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.858090e-07 0.000000e+00
energy 8.687078e-04 1.083516e-06 8.687078e-06
displacement 9.652321e+01 3.792521e+00 7.238756e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 30
stiffness matrix reformations = 12
step from line search = 0.090771
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.536898e-07 0.000000e+00
energy 8.687078e-04 1.139159e-06 8.687078e-06
displacement 9.652321e+01 3.842429e+00 7.567651e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 32
stiffness matrix reformations = 13
step from line search = 0.107402
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.224989e-07 0.000000e+00
energy 8.687078e-04 1.238853e-06 8.687078e-06
displacement 9.652321e+01 4.455732e+00 7.929623e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 35
stiffness matrix reformations = 14
step from line search = 0.274571
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 6.497948e-08 0.000000e+00
energy 8.687078e-04 2.878167e-06 8.687078e-06
displacement 9.652321e+01 2.350261e+01 8.792305e-03
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 41
stiffness matrix reformations = 15
step from line search = 0.082178
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 5.473786e-08 0.000000e+00
energy 8.687078e-04 7.767369e-07 8.687078e-06
displacement 9.652321e+01 1.162075e+00 8.988750e-03
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 47
stiffness matrix reformations = 16
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.558322e-08 0.000000e+00
energy 8.687078e-04 9.924122e-06 8.687078e-06
displacement 9.652321e+01 3.679572e+01 1.013502e-02
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 49
stiffness matrix reformations = 17
step from line search = 0.506838
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 4.230825e-09 0.000000e+00
energy 8.687078e-04 3.641794e-06 8.687078e-06
displacement 9.652321e+01 9.815986e+00 1.072665e-02
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 50
stiffness matrix reformations = 18
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.158515e-09 0.000000e+00
energy 8.687078e-04 3.915173e-06 8.687078e-06
displacement 9.652321e+01 1.345941e+01 1.140873e-02
Reforming stiffness matrix: reformation #19
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
19
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 51
stiffness matrix reformations = 19
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.742047e-10 0.000000e+00
energy 8.687078e-04 1.840953e-07 8.687078e-06
displacement 9.652321e+01 4.294670e-01 1.144150e-02
Reforming stiffness matrix: reformation #20
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
20
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 52
stiffness matrix reformations = 20
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 2.254100e-11 0.000000e+00
energy 8.687078e-04 4.807602e-08 8.687078e-06
displacement 9.652321e+01 2.824882e-01 1.148645e-02
Reforming stiffness matrix: reformation #21
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
21
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 53
stiffness matrix reformations = 21
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 7.770051e-12 0.000000e+00
energy 8.687078e-04 2.416346e-08 8.687078e-06
displacement 9.652321e+01 8.382003e-02 1.151071e-02
Reforming stiffness matrix: reformation #22
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
22
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 54
stiffness matrix reformations = 22
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 4.924281e-13 0.000000e+00
energy 8.687078e-04 7.373750e-09 8.687078e-06
displacement 9.652321e+01 3.092600e-02 1.152798e-02
Reforming stiffness matrix: reformation #23
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
23
Nonlinear solution status: time= 0.174679
stiffness updates = 0
right hand side evaluations = 55
stiffness matrix reformations = 23
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.046169e-07 1.206488e-19 0.000000e+00
energy 8.687078e-04 7.388631e-14 8.687078e-06
displacement 9.652321e+01 5.396947e-05 1.152799e-02
------- converged at time : 0.174679
]0;(step 1/2: 17%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0411908
===== beginning time step 6 : 0.21587 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 2.179588e-06 0.000000e+00
energy 7.459426e-05 5.390483e-05 7.459426e-07
displacement 2.714184e+00 2.714184e+00 2.714184e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 4.868654e-08 0.000000e+00
energy 7.459426e-05 7.407601e-06 7.459426e-07
displacement 2.714184e+00 3.870402e-02 3.367274e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 9.467180e-09 0.000000e+00
energy 7.459426e-05 1.395111e-06 7.459426e-07
displacement 2.714184e+00 8.966694e-02 4.482149e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 1.108368e-08 0.000000e+00
energy 7.459426e-05 1.727816e-06 7.459426e-07
displacement 2.714184e+00 5.301689e-01 7.813189e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 0.557466
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 1.543199e-08 0.000000e+00
energy 7.459426e-05 9.931637e-06 7.459426e-07
displacement 2.714184e+00 3.355851e+01 7.172625e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.424996
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 2.293423e-08 0.000000e+00
energy 7.459426e-05 2.688785e-06 7.459426e-07
displacement 2.714184e+00 1.067963e+01 1.250652e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 7
step from line search = 0.365754
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 1.031163e-08 0.000000e+00
energy 7.459426e-05 1.134679e-06 7.459426e-07
displacement 2.714184e+00 2.563784e+00 1.556447e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 8
step from line search = 0.414614
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 3.821910e-09 0.000000e+00
energy 7.459426e-05 6.531069e-07 7.459426e-07
displacement 2.714184e+00 1.114203e+00 1.769743e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 0.353373
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 2.543210e-09 0.000000e+00
energy 7.459426e-05 2.587397e-07 7.459426e-07
displacement 2.714184e+00 3.102477e-01 1.880543e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 0.356826
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 1.063874e-09 0.000000e+00
energy 7.459426e-05 1.675957e-08 7.459426e-07
displacement 2.714184e+00 1.181315e-01 1.948153e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 11
step from line search = 0.037933
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 9.847378e-10 0.000000e+00
energy 7.459426e-05 8.135326e-10 7.459426e-07
displacement 2.714184e+00 6.151904e-04 1.952963e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 28
stiffness matrix reformations = 12
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 2.655232e-10 0.000000e+00
energy 7.459426e-05 3.793458e-08 7.459426e-07
displacement 2.714184e+00 9.966336e-02 2.015138e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 3.629593e-13 0.000000e+00
energy 7.459426e-05 8.119253e-10 7.459426e-07
displacement 2.714184e+00 9.243889e-02 2.068932e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.21587
stiffness updates = 0
right hand side evaluations = 30
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.999051e-06 3.563101e-19 0.000000e+00
energy 7.459426e-05 2.233066e-13 7.459426e-07
displacement 2.714184e+00 9.067319e-05 2.069141e-04
------- converged at time : 0.21587
]0;(step 1/2: 22%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0432549
===== beginning time step 7 : 0.259125 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 3.657668e-06 0.000000e+00
energy 7.242657e-04 1.069096e-04 7.242657e-06
displacement 7.136731e+01 7.136731e+01 7.136731e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 2.474247e-07 0.000000e+00
energy 7.242657e-04 2.858771e-05 7.242657e-06
displacement 7.136731e+01 2.410693e-01 7.944646e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 3.228533e-07 0.000000e+00
energy 7.242657e-04 2.489930e-05 7.242657e-06
displacement 7.136731e+01 3.901040e+00 1.161554e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 6.845540e-07 0.000000e+00
energy 7.242657e-04 6.162957e-06 7.242657e-06
displacement 7.136731e+01 7.863252e+01 3.760070e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 0.447312
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 8.084243e-07 0.000000e+00
energy 7.242657e-04 5.996306e-05 7.242657e-06
displacement 7.136731e+01 7.099721e+02 2.097275e-03
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.305133
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 3.978582e-07 0.000000e+00
energy 7.242657e-04 5.008756e-06 7.242657e-06
displacement 7.136731e+01 1.073784e+02 3.150694e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 7
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 1.143249e-07 0.000000e+00
energy 7.242657e-04 5.096216e-05 7.242657e-06
displacement 7.136731e+01 1.454931e+02 4.643890e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 8
step from line search = 0.358984
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 4.871648e-08 0.000000e+00
energy 7.242657e-04 1.609039e-05 7.242657e-06
displacement 7.136731e+01 1.919906e+01 5.248423e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 9
step from line search = 0.525267
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 1.380970e-08 0.000000e+00
energy 7.242657e-04 1.024134e-05 7.242657e-06
displacement 7.136731e+01 1.671016e+01 5.841280e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 7.620402e-10 0.000000e+00
energy 7.242657e-04 2.903936e-06 7.242657e-06
displacement 7.136731e+01 1.396903e+01 6.414227e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 2.201884e-11 0.000000e+00
energy 7.242657e-04 1.243901e-08 7.242657e-06
displacement 7.136731e+01 9.582712e-03 6.408735e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.259125
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.305745e-06 1.847944e-17 0.000000e+00
energy 7.242657e-04 1.131766e-12 7.242657e-06
displacement 7.136731e+01 6.164582e-04 6.406568e-03
------- converged at time : 0.259125
]0;(step 1/2: 26%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0499527
===== beginning time step 8 : 0.309077 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 4.186191e-06 0.000000e+00
energy 1.946847e-04 9.856231e-05 1.946847e-06
displacement 1.120348e+01 1.120348e+01 1.120348e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 6.896309e-08 0.000000e+00
energy 1.946847e-04 1.159612e-05 1.946847e-06
displacement 1.120348e+01 6.593222e-02 1.289338e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 6.239229e-08 0.000000e+00
energy 1.946847e-04 4.864476e-06 1.946847e-06
displacement 1.120348e+01 2.547981e-01 1.647778e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 4.872584e-08 0.000000e+00
energy 1.946847e-04 5.416741e-06 1.946847e-06
displacement 1.120348e+01 8.377149e-01 2.433700e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 0.452476
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 1.608804e-07 0.000000e+00
energy 1.946847e-04 7.618247e-07 1.946847e-06
displacement 1.120348e+01 5.065648e+01 1.365027e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.521760
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 5.887724e-08 0.000000e+00
energy 1.946847e-04 1.360333e-06 1.946847e-06
displacement 1.120348e+01 7.726041e+01 4.047117e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 7
step from line search = 0.276350
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 3.172418e-08 0.000000e+00
energy 1.946847e-04 9.807288e-07 1.946847e-06
displacement 1.120348e+01 5.338034e+00 4.963159e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 8
step from line search = 0.206670
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 2.041637e-08 0.000000e+00
energy 1.946847e-04 1.137455e-07 1.946847e-06
displacement 1.120348e+01 1.648273e+00 5.512242e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 0.150121
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 1.481403e-08 0.000000e+00
energy 1.946847e-04 6.982637e-08 1.946847e-06
displacement 1.120348e+01 5.482388e-01 5.842650e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 0.180549
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 9.991463e-09 0.000000e+00
energy 1.946847e-04 7.940993e-08 1.946847e-06
displacement 1.120348e+01 5.420016e-01 6.179263e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 11
step from line search = 0.166361
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 6.973206e-09 0.000000e+00
energy 1.946847e-04 5.458370e-08 1.946847e-06
displacement 1.120348e+01 3.147590e-01 6.441612e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 12
step from line search = 0.150607
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 5.185565e-09 0.000000e+00
energy 1.946847e-04 1.209200e-08 1.946847e-06
displacement 1.120348e+01 1.834189e-01 6.645435e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 13
step from line search = 0.367529
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 2.290184e-09 0.000000e+00
energy 1.946847e-04 3.736975e-09 1.946847e-06
displacement 1.120348e+01 7.373499e-01 7.059202e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 14
step from line search = 0.415845
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 7.914562e-10 0.000000e+00
energy 1.946847e-04 4.717368e-08 1.946847e-06
displacement 1.120348e+01 3.819041e-01 7.358637e-04
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 15
step from line search = 0.337706
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 3.660846e-10 0.000000e+00
energy 1.946847e-04 3.311122e-09 1.946847e-06
displacement 1.120348e+01 9.104187e-02 7.505304e-04
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 28
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 1.044563e-11 0.000000e+00
energy 1.946847e-04 1.454064e-08 1.946847e-06
displacement 1.120348e+01 2.821748e-01 7.753286e-04
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.309077
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 17
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.664053e-06 4.546105e-17 0.000000e+00
energy 1.946847e-04 5.960226e-12 1.946847e-06
displacement 1.120348e+01 5.477799e-04 7.752619e-04
------- converged at time : 0.309077
]0;(step 1/2: 31%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0469285
===== beginning time step 9 : 0.356006 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.379226e-06 5.550758e-06 0.000000e+00
energy 5.051263e-04 1.353134e-04 5.051263e-06
displacement 4.076522e+01 4.076522e+01 4.076522e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.379226e-06 1.520332e-07 0.000000e+00
energy 5.051263e-04 2.131919e-05 5.051263e-06
displacement 4.076522e+01 1.294157e-01 4.523664e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.379226e-06 2.546794e-07 0.000000e+00
energy 5.051263e-04 1.508863e-05 5.051263e-06
displacement 4.076522e+01 1.369581e+00 6.093384e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.379226e-06 2.320134e-07 0.000000e+00
energy 5.051263e-04 5.704659e-06 5.051263e-06
displacement 4.076522e+01 3.656929e+00 9.236005e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.379226e-06 1.306924e-06 0.000000e+00
energy 5.051263e-04 5.395464e-04 5.051263e-06
displacement 4.076522e+01 2.780913e+02 6.660256e-04
*************************************************************************
* WARNING *
* *
* Problem is diverging. Stiffness matrix will now be reformed *
*************************************************************************
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 0.424196
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 1.206496e-06 0.000000e+00
energy 5.395464e-04 2.597468e-05 5.395464e-06
displacement 4.076522e+01 1.161329e+02 1.330071e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 7
step from line search = 0.422790
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 4.659062e-07 0.000000e+00
energy 5.395464e-04 1.179437e-05 5.395464e-06
displacement 4.076522e+01 4.961339e+01 1.864269e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 8
step from line search = 0.256742
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 2.615094e-07 0.000000e+00
energy 5.395464e-04 9.558586e-07 5.395464e-06
displacement 4.076522e+01 6.304984e+00 2.062179e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 9
step from line search = 0.210295
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 1.671218e-07 0.000000e+00
energy 5.395464e-04 2.642486e-07 5.395464e-06
displacement 4.076522e+01 2.609743e+00 2.192199e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 10
step from line search = 0.300325
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 8.312900e-08 0.000000e+00
energy 5.395464e-04 1.224509e-06 5.395464e-06
displacement 4.076522e+01 3.220828e+00 2.336213e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 11
step from line search = 0.266032
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 4.597399e-08 0.000000e+00
energy 5.395464e-04 1.709005e-07 5.395464e-06
displacement 4.076522e+01 1.375811e+00 2.429631e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 12
step from line search = 0.275377
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 2.436242e-08 0.000000e+00
energy 5.395464e-04 2.949853e-07 5.395464e-06
displacement 4.076522e+01 7.777983e-01 2.500354e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 13
step from line search = 0.223283
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 1.478028e-08 0.000000e+00
energy 5.395464e-04 1.428938e-07 5.395464e-06
displacement 4.076522e+01 3.055685e-01 2.544919e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 14
step from line search = 0.235692
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 8.923255e-09 0.000000e+00
energy 5.395464e-04 1.585668e-08 5.395464e-06
displacement 4.076522e+01 2.087177e-01 2.580976e-03
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 15
step from line search = 0.159885
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 6.464214e-09 0.000000e+00
energy 5.395464e-04 2.716027e-09 5.395464e-06
displacement 4.076522e+01 5.557916e-02 2.599137e-03
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 16
step from line search = 0.290149
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 3.270869e-09 0.000000e+00
energy 5.395464e-04 1.691100e-08 5.395464e-06
displacement 4.076522e+01 1.285214e-01 2.627108e-03
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 31
stiffness matrix reformations = 17
step from line search = 0.250831
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 1.847519e-09 0.000000e+00
energy 5.395464e-04 6.257072e-09 5.395464e-06
displacement 4.076522e+01 5.274832e-02 2.645043e-03
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 33
stiffness matrix reformations = 18
step from line search = 0.508074
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 4.574786e-10 0.000000e+00
energy 5.395464e-04 9.438464e-09 5.395464e-06
displacement 4.076522e+01 1.248118e-01 2.672016e-03
Reforming stiffness matrix: reformation #19
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
19
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 34
stiffness matrix reformations = 19
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 2.395060e-13 0.000000e+00
energy 5.395464e-04 2.361443e-09 5.395464e-06
displacement 4.076522e+01 1.204878e-01 2.697642e-03
Reforming stiffness matrix: reformation #20
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
20
Nonlinear solution status: time= 0.356006
stiffness updates = 0
right hand side evaluations = 35
stiffness matrix reformations = 20
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.306924e-06 7.050767e-20 0.000000e+00
energy 5.395464e-04 8.227653e-14 5.395464e-06
displacement 4.076522e+01 5.631692e-05 2.698172e-03
------- converged at time : 0.356006
]0;(step 1/2: 36%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0406546
===== beginning time step 10 : 0.39666 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 6.617702e-06 0.000000e+00
energy 3.489573e-04 1.543593e-04 3.489573e-06
displacement 2.169128e+01 2.169128e+01 2.169128e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 8.101689e-08 0.000000e+00
energy 3.489573e-04 1.411246e-05 3.489573e-06
displacement 2.169128e+01 8.825551e-02 2.437269e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 1.204570e-07 0.000000e+00
energy 3.489573e-04 9.738539e-06 3.489573e-06
displacement 2.169128e+01 7.582273e-01 3.286396e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 2.474013e-07 0.000000e+00
energy 3.489573e-04 2.100226e-05 3.489573e-06
displacement 2.169128e+01 1.327355e+00 4.641229e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 2.563693e-07 0.000000e+00
energy 3.489573e-04 1.301253e-05 3.489573e-06
displacement 2.169128e+01 2.678409e+01 1.396237e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 7.961545e-07 0.000000e+00
energy 3.489573e-04 1.919190e-04 3.489573e-06
displacement 2.169128e+01 1.952165e+02 6.357955e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 1.556719e-07 0.000000e+00
energy 3.489573e-04 4.433074e-05 3.489573e-06
displacement 2.169128e+01 6.351148e+01 1.092738e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 3.147169e-08 0.000000e+00
energy 3.489573e-04 5.182632e-06 3.489573e-06
displacement 2.169128e+01 5.252596e-01 1.104158e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 5.024017e-07 0.000000e+00
energy 3.489573e-04 3.337816e-05 3.489573e-06
displacement 2.169128e+01 2.340501e+01 1.186761e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 1.190617e-08 0.000000e+00
energy 3.489573e-04 2.056380e-06 3.489573e-06
displacement 2.169128e+01 7.799554e+00 1.192076e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 11
step from line search = 0.494048
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 3.143248e-09 0.000000e+00
energy 3.489573e-04 8.015930e-08 3.489573e-06
displacement 2.169128e+01 2.627008e-01 1.216352e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 12
step from line search = 0.060146
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 2.775576e-09 0.000000e+00
energy 3.489573e-04 1.501659e-09 3.489573e-06
displacement 2.169128e+01 1.398110e-03 1.217931e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 13
step from line search = 0.079568
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 2.352180e-09 0.000000e+00
energy 3.489573e-04 2.722180e-09 3.489573e-06
displacement 2.169128e+01 2.143201e-03 1.219949e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 14
step from line search = 0.070666
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 2.031954e-09 0.000000e+00
energy 3.489573e-04 2.114689e-09 3.489573e-06
displacement 2.169128e+01 1.471541e-03 1.221618e-03
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.39666
stiffness updates = 0
right hand side evaluations = 33
stiffness matrix reformations = 15
step from line search = 0.064094
convergence norms : INITIAL CURRENT REQUIRED
residual 5.732580e-06 1.780148e-09 0.000000e+00
energy 3.489573e-04 1.702052e-09 3.489573e-06
displacement 2.169128e+01 1.069250e-03 1.223038e-03
------- converged at time : 0.39666
]0;(step 1/2: 40%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 11 : 0.437315 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 7.409328e-06 0.000000e+00
energy 2.477938e-04 1.711925e-04 2.477938e-06
displacement 8.987889e+00 8.987889e+00 8.987889e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 4.255448e-08 0.000000e+00
energy 2.477938e-04 1.075612e-05 2.477938e-06
displacement 8.987889e+00 8.337169e-02 1.068949e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 4.776626e-08 0.000000e+00
energy 2.477938e-04 5.661700e-06 2.477938e-06
displacement 8.987889e+00 2.197951e-01 1.366090e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 1.458372e-07 0.000000e+00
energy 2.477938e-04 1.384783e-06 2.477938e-06
displacement 8.987889e+00 3.022525e-01 1.777323e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 7.662660e-08 0.000000e+00
energy 2.477938e-04 7.494371e-06 2.477938e-06
displacement 8.987889e+00 2.514178e+00 3.303678e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 7.094440e-08 0.000000e+00
energy 2.477938e-04 8.985008e-06 2.477938e-06
displacement 8.987889e+00 4.917798e+00 6.235712e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 1.832118e-08 0.000000e+00
energy 2.477938e-04 5.950393e-06 2.477938e-06
displacement 8.987889e+00 1.457462e+02 3.958285e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 8.639228e-11 0.000000e+00
energy 2.477938e-04 5.437718e-08 2.477938e-06
displacement 8.987889e+00 1.222691e+00 4.386789e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 1.606276e-16 0.000000e+00
energy 2.477938e-04 2.497808e-11 2.477938e-06
displacement 8.987889e+00 3.153112e-03 4.405522e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.437315
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.846358e-06 1.552329e-25 0.000000e+00
energy 2.477938e-04 3.696620e-18 2.477938e-06
displacement 8.987889e+00 7.067400e-08 4.405590e-04
------- converged at time : 0.437315
]0;(step 1/2: 44%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0525237
===== beginning time step 12 : 0.489839 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 9.730034e-06 0.000000e+00
energy 8.509401e-04 2.391703e-04 8.509401e-06
displacement 6.732868e+01 6.732868e+01 6.732868e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 1.888069e-07 0.000000e+00
energy 8.509401e-04 2.880718e-05 8.509401e-06
displacement 6.732868e+01 2.339599e-01 7.505588e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 4.321588e-07 0.000000e+00
energy 8.509401e-04 1.798168e-05 8.509401e-06
displacement 6.732868e+01 3.051881e+00 1.048029e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 9.816358e-07 0.000000e+00
energy 8.509401e-04 1.560488e-04 8.509401e-06
displacement 6.732868e+01 9.409209e+00 1.723201e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 1.004193e-06 0.000000e+00
energy 8.509401e-04 4.170642e-05 8.509401e-06
displacement 6.732868e+01 2.070373e+02 7.352768e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 0.466446
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 9.734635e-07 0.000000e+00
energy 8.509401e-04 2.838717e-05 8.509401e-06
displacement 6.732868e+01 1.130046e+02 1.401169e-03
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 2.935564e-07 0.000000e+00
energy 8.509401e-04 4.403354e-05 8.509401e-06
displacement 6.732868e+01 2.837823e+02 2.929289e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 8
step from line search = 0.305066
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 1.509830e-07 0.000000e+00
energy 8.509401e-04 1.566736e-06 8.509401e-06
displacement 6.732868e+01 4.236589e+00 2.986665e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 0.036871
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 1.402256e-07 0.000000e+00
energy 8.509401e-04 2.182037e-09 8.509401e-06
displacement 6.732868e+01 3.938353e-02 2.995744e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 10
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 5.202650e-08 0.000000e+00
energy 8.509401e-04 9.392377e-06 8.509401e-06
displacement 6.732868e+01 6.986688e+00 3.126166e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 11
step from line search = 0.113081
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 4.143386e-08 0.000000e+00
energy 8.509401e-04 1.071342e-06 8.509401e-06
displacement 6.732868e+01 1.560660e-01 3.151751e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 30
stiffness matrix reformations = 12
step from line search = 0.079328
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 3.519289e-08 0.000000e+00
energy 8.509401e-04 3.186612e-07 8.509401e-06
displacement 6.732868e+01 6.406706e-02 3.163875e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 36
stiffness matrix reformations = 13
step from line search = 0.041511
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 3.230334e-08 0.000000e+00
energy 8.509401e-04 1.739783e-07 8.509401e-06
displacement 6.732868e+01 1.664807e-02 3.170085e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 37
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 2.433502e-08 0.000000e+00
energy 8.509401e-04 1.991751e-06 8.509401e-06
displacement 6.732868e+01 8.918645e+00 3.302349e-03
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 38
stiffness matrix reformations = 15
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 5.972970e-11 0.000000e+00
energy 8.509401e-04 2.884578e-07 8.509401e-06
displacement 6.732868e+01 5.010444e-01 3.291496e-03
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 39
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 9.750869e-12 0.000000e+00
energy 8.509401e-04 1.021239e-08 8.509401e-06
displacement 6.732868e+01 6.216587e-02 3.297352e-03
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.489839
stiffness updates = 0
right hand side evaluations = 40
stiffness matrix reformations = 17
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.756429e-06 1.145748e-17 0.000000e+00
energy 8.509401e-04 1.962064e-12 8.509401e-06
displacement 6.732868e+01 7.099457e-05 3.296445e-03
------- converged at time : 0.489839
]0;(step 1/2: 49%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0493435
===== beginning time step 13 : 0.539182 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 1.048036e-05 0.000000e+00
energy 2.811114e-04 2.435165e-04 2.811114e-06
displacement 4.768864e+00 4.768864e+00 4.768864e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 2.983162e-08 0.000000e+00
energy 2.811114e-04 1.065871e-05 2.811114e-06
displacement 4.768864e+00 9.724931e-02 6.137055e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 1.771184e-08 0.000000e+00
energy 2.811114e-04 2.680498e-06 2.811114e-06
displacement 4.768864e+00 8.231671e-02 7.480311e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 7.676883e-08 0.000000e+00
energy 2.811114e-04 4.113498e-07 2.811114e-06
displacement 4.768864e+00 1.644302e-01 9.674709e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 2.968748e-08 0.000000e+00
energy 2.811114e-04 3.048272e-06 2.811114e-06
displacement 4.768864e+00 9.041657e-01 1.617568e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 1.876342e-08 0.000000e+00
energy 2.811114e-04 3.391532e-06 2.811114e-06
displacement 4.768864e+00 1.129907e+00 2.554200e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 1.679971e-08 0.000000e+00
energy 2.811114e-04 2.278225e-07 2.811114e-06
displacement 4.768864e+00 2.973825e+01 1.077936e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 8.849846e-09 0.000000e+00
energy 2.811114e-04 3.656080e-07 2.811114e-06
displacement 4.768864e+00 6.064808e+00 1.452928e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 1.467937e-11 0.000000e+00
energy 2.811114e-04 9.751242e-08 2.811114e-06
displacement 4.768864e+00 1.198449e-01 1.459925e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 3.867060e-16 0.000000e+00
energy 2.811114e-04 3.576377e-11 2.811114e-06
displacement 4.768864e+00 1.867308e-03 1.464834e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.539182
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.004069e-05 6.775969e-25 0.000000e+00
energy 2.811114e-04 1.392847e-17 2.811114e-06
displacement 4.768864e+00 9.600583e-08 1.464885e-04
------- converged at time : 0.539182
]0;(step 1/2: 54%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0578411
===== beginning time step 14 : 0.597023 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 1.368914e-05 0.000000e+00
energy 1.191869e-03 3.448644e-04 1.191869e-05
displacement 9.381946e+01 9.381946e+01 9.381946e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 2.373825e-07 0.000000e+00
energy 1.191869e-03 3.832627e-05 1.191869e-05
displacement 9.381946e+01 3.755093e-01 1.054206e-04
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 5.119729e-07 0.000000e+00
energy 1.191869e-03 2.858930e-05 1.191869e-05
displacement 9.381946e+01 3.592989e+00 1.429637e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 2.924153e-06 0.000000e+00
energy 1.191869e-03 5.179231e-04 1.191869e-05
displacement 9.381946e+01 2.411978e+01 2.732295e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 1.418257e-06 0.000000e+00
energy 1.191869e-03 5.165585e-05 1.191869e-05
displacement 9.381946e+01 6.767653e+00 3.590109e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 2.535189e-06 0.000000e+00
energy 1.191869e-03 3.304232e-04 1.191869e-05
displacement 9.381946e+01 1.191230e+02 8.420678e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 8.141805e-07 0.000000e+00
energy 1.191869e-03 1.442760e-04 1.191869e-05
displacement 9.381946e+01 6.300111e+01 1.350210e-03
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 8
step from line search = 0.229815
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 7.555213e-07 0.000000e+00
energy 1.191869e-03 3.029737e-05 1.191869e-05
displacement 9.381946e+01 2.118940e+01 1.705783e-03
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 9
step from line search = 0.575792
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 2.610630e-07 0.000000e+00
energy 1.191869e-03 7.125978e-05 1.191869e-05
displacement 9.381946e+01 9.012435e+01 2.506111e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 6.988011e-07 0.000000e+00
energy 1.191869e-03 1.763584e-05 1.191869e-05
displacement 9.381946e+01 7.639052e+01 3.198983e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 2.724025e-09 0.000000e+00
energy 1.191869e-03 2.185976e-06 1.191869e-05
displacement 9.381946e+01 1.113260e+00 3.296789e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 3.631987e-11 0.000000e+00
energy 1.191869e-03 8.434557e-08 1.191869e-05
displacement 9.381946e+01 3.325014e-01 3.250694e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.597023
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.095981e-05 1.732558e-17 0.000000e+00
energy 1.191869e-03 1.084873e-12 1.191869e-05
displacement 9.381946e+01 2.900169e-04 3.251027e-03
------- converged at time : 0.597023
]0;(step 1/2: 60%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0609681
===== beginning time step 15 : 0.657991 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 1.478524e-05 0.000000e+00
energy 4.172040e-04 3.501099e-04 4.172040e-06
displacement 8.158945e+00 8.158945e+00 8.158945e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 3.743600e-08 0.000000e+00
energy 4.172040e-04 1.352478e-05 4.172040e-06
displacement 8.158945e+00 1.385940e-01 1.025860e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 2.323276e-08 0.000000e+00
energy 4.172040e-04 3.291450e-06 4.172040e-06
displacement 8.158945e+00 1.074606e-01 1.217799e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 1.997679e-07 0.000000e+00
energy 4.172040e-04 1.855774e-06 4.172040e-06
displacement 8.158945e+00 3.224810e-01 1.604770e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 6.182905e-08 0.000000e+00
energy 4.172040e-04 5.383856e-06 4.172040e-06
displacement 8.158945e+00 2.890673e+00 3.173123e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 2.145093e-08 0.000000e+00
energy 4.172040e-04 1.755013e-06 4.172040e-06
displacement 8.158945e+00 1.812155e-01 3.614874e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 1.395753e-08 0.000000e+00
energy 4.172040e-04 1.792204e-06 4.172040e-06
displacement 8.158945e+00 1.318447e+01 9.045871e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 5.899326e-09 0.000000e+00
energy 4.172040e-04 5.062458e-06 4.172040e-06
displacement 8.158945e+00 8.029850e+00 1.513157e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 1.950146e-09 0.000000e+00
energy 4.172040e-04 1.521412e-06 4.172040e-06
displacement 8.158945e+00 1.306178e+00 1.749725e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 3.169572e-11 0.000000e+00
energy 4.172040e-04 5.938391e-08 4.172040e-06
displacement 8.158945e+00 3.904972e-02 1.779392e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.657991
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.411197e-05 1.334755e-17 0.000000e+00
energy 4.172040e-04 1.877487e-12 4.172040e-06
displacement 8.158945e+00 1.997524e-05 1.778339e-04
------- converged at time : 0.657991
]0;(step 1/2: 66%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0675156
===== beginning time step 16 : 0.725507 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 1.869480e-05 0.000000e+00
energy 1.448875e-03 4.731672e-04 1.448875e-05
displacement 1.058724e+02 1.058724e+02 1.058724e-04
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 2.434770e-07 0.000000e+00
energy 1.448875e-03 4.336194e-05 1.448875e-05
displacement 1.058724e+02 5.397747e-01 1.206027e-04
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 6.122352e-07 0.000000e+00
energy 1.448875e-03 2.994223e-05 1.448875e-05
displacement 1.058724e+02 3.361912e+00 1.586655e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 0.600017
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 5.945967e-06 0.000000e+00
energy 1.448875e-03 5.974467e-05 1.448875e-05
displacement 1.058724e+02 1.621865e+01 2.652469e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 5.655611e-06 0.000000e+00
energy 1.448875e-03 7.008307e-04 1.448875e-05
displacement 1.058724e+02 3.212771e+01 4.697620e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.521109
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 7.044009e-06 0.000000e+00
energy 1.448875e-03 4.091776e-04 1.448875e-05
displacement 1.058724e+02 5.753192e+00 5.658451e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 2.200364e-06 0.000000e+00
energy 1.448875e-03 4.947317e-04 1.448875e-05
displacement 1.058724e+02 3.127836e+01 8.523540e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 8
step from line search = 0.430965
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 4.075027e-06 0.000000e+00
energy 1.448875e-03 2.407222e-04 1.448875e-05
displacement 1.058724e+02 5.410496e+00 9.593726e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 9
step from line search = 0.113991
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 3.243962e-06 0.000000e+00
energy 1.448875e-03 2.247123e-05 1.448875e-05
displacement 1.058724e+02 1.664588e+00 1.039156e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 10
step from line search = 0.049989
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 2.929181e-06 0.000000e+00
energy 1.448875e-03 5.555783e-06 1.448875e-05
displacement 1.058724e+02 2.377753e-01 1.069990e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 26
stiffness matrix reformations = 11
step from line search = 0.034406
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 2.731482e-06 0.000000e+00
energy 1.448875e-03 2.948895e-06 1.448875e-05
displacement 1.058724e+02 9.951599e-02 1.090104e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 32
stiffness matrix reformations = 12
step from line search = 0.034104
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 2.550909e-06 0.000000e+00
energy 1.448875e-03 2.458466e-06 1.448875e-05
displacement 1.058724e+02 8.989030e-02 1.109355e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 38
stiffness matrix reformations = 13
step from line search = 0.025485
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 2.423524e-06 0.000000e+00
energy 1.448875e-03 1.378647e-06 1.448875e-05
displacement 1.058724e+02 4.904399e-02 1.123699e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 43
stiffness matrix reformations = 14
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 1.536952e-06 0.000000e+00
energy 1.448875e-03 2.269157e-04 1.448875e-05
displacement 1.058724e+02 1.697335e+01 1.406626e-03
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.725507
stiffness updates = 0
right hand side evaluations = 44
stiffness matrix reformations = 15
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.549260e-05 1.085014e-06 0.000000e+00
energy 1.448875e-03 1.693303e-04 1.448875e-05
displacement 1.058724e+02 3.417402e+01 1.836910e-03
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
*************************************************************************
* ERROR *
* *
* Negative jacobian was detected. *
*************************************************************************
------- failed to converge at time : 0.725507
Retrying time step. Retry attempt 1 of max 25
AUTO STEPPER: retry step, dt = 0.0649189
===== beginning time step 16 : 0.72291 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 1.859134e-05 0.000000e+00
energy 1.396197e-03 4.690701e-04 1.396197e-05
displacement 1.006921e+02 1.006921e+02 1.006921e-04
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 2.326632e-07 0.000000e+00
energy 1.396197e-03 4.210138e-05 1.396197e-05
displacement 1.006921e+02 5.163172e-01 1.147345e-04
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 5.821872e-07 0.000000e+00
energy 1.396197e-03 2.897499e-05 1.396197e-05
displacement 1.006921e+02 3.181837e+00 1.508331e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 0.586003
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 6.645806e-06 0.000000e+00
energy 1.396197e-03 7.957603e-05 1.396197e-05
displacement 1.006921e+02 1.344666e+01 2.436264e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 4.197657e-06 0.000000e+00
energy 1.396197e-03 4.697991e-04 1.396197e-05
displacement 1.006921e+02 2.824491e+01 4.262399e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.565298
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 4.094598e-06 0.000000e+00
energy 1.396197e-03 3.078068e-04 1.396197e-05
displacement 1.006921e+02 1.855931e+01 6.114796e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 7
step from line search = 0.465501
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 1.783774e-06 0.000000e+00
energy 1.396197e-03 9.089101e-05 1.396197e-05
displacement 1.006921e+02 1.457459e+01 7.911445e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 8
step from line search = 0.282114
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 1.263130e-06 0.000000e+00
energy 1.396197e-03 2.065702e-05 1.396197e-05
displacement 1.006921e+02 6.925483e+00 9.354773e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 0.510684
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 5.760330e-07 0.000000e+00
energy 1.396197e-03 1.775611e-05 1.396197e-05
displacement 1.006921e+02 9.758533e+00 1.123272e-03
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 10
step from line search = 0.180388
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 4.449155e-07 0.000000e+00
energy 1.396197e-03 1.211665e-05 1.396197e-05
displacement 1.006921e+02 5.244859e-01 1.167031e-03
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 11
step from line search = 0.426433
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 4.686796e-07 0.000000e+00
energy 1.396197e-03 4.603488e-06 1.396197e-05
displacement 1.006921e+02 9.218590e+00 1.375793e-03
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 12
step from line search = 0.516765
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 2.835627e-07 0.000000e+00
energy 1.396197e-03 5.495092e-06 1.396197e-05
displacement 1.006921e+02 5.483265e+00 1.520568e-03
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 13
step from line search = 0.302186
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 2.987251e-07 0.000000e+00
energy 1.396197e-03 1.511141e-06 1.396197e-05
displacement 1.006921e+02 1.031775e+00 1.589781e-03
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 3.733909e-07 0.000000e+00
energy 1.396197e-03 3.997846e-05 1.396197e-05
displacement 1.006921e+02 7.797778e+00 1.808797e-03
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 26
stiffness matrix reformations = 15
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 8.468814e-07 0.000000e+00
energy 1.396197e-03 1.424063e-04 1.396197e-05
displacement 1.006921e+02 5.530902e+00 1.950564e-03
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 32
stiffness matrix reformations = 16
step from line search = 0.046520
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 7.712528e-07 0.000000e+00
energy 1.396197e-03 1.859479e-06 1.396197e-05
displacement 1.006921e+02 5.536533e-02 1.970409e-03
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 33
stiffness matrix reformations = 17
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 3.365232e-07 0.000000e+00
energy 1.396197e-03 1.766414e-05 1.396197e-05
displacement 1.006921e+02 2.951654e+01 2.457411e-03
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 34
stiffness matrix reformations = 18
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 2.255043e-07 0.000000e+00
energy 1.396197e-03 2.881705e-05 1.396197e-05
displacement 1.006921e+02 3.820802e+00 2.515169e-03
Reforming stiffness matrix: reformation #19
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
19
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 35
stiffness matrix reformations = 19
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 7.404215e-10 0.000000e+00
energy 1.396197e-03 2.407805e-06 1.396197e-05
displacement 1.006921e+02 6.351196e-01 2.442991e-03
Reforming stiffness matrix: reformation #20
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
20
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 36
stiffness matrix reformations = 20
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 2.174657e-11 0.000000e+00
energy 1.396197e-03 9.165736e-09 1.396197e-05
displacement 1.006921e+02 1.527834e-02 2.436938e-03
Reforming stiffness matrix: reformation #21
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
21
Nonlinear solution status: time= 0.72291
stiffness updates = 0
right hand side evaluations = 37
stiffness matrix reformations = 21
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.548114e-05 2.485749e-16 0.000000e+00
energy 1.396197e-03 6.484557e-12 1.396197e-05
displacement 1.006921e+02 2.700672e-04 2.435422e-03
------- converged at time : 0.72291
]0;(step 1/2: 72%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0548819
===== beginning time step 17 : 0.777792 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 2.002676e-05 0.000000e+00
energy 5.572578e-04 4.988101e-04 5.572578e-06
displacement 7.087511e+00 7.087511e+00 7.087511e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 2.986032e-08 0.000000e+00
energy 5.572578e-04 1.390073e-05 5.572578e-06
displacement 7.087511e+00 1.651722e-01 9.232481e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 2.960886e-08 0.000000e+00
energy 5.572578e-04 3.811835e-06 5.572578e-06
displacement 7.087511e+00 1.144622e-01 1.113094e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 2.977689e-08 0.000000e+00
energy 5.572578e-04 3.952503e-06 5.572578e-06
displacement 7.087511e+00 3.069797e-01 1.485830e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 3.637317e-08 0.000000e+00
energy 5.572578e-04 1.079078e-06 5.572578e-06
displacement 7.087511e+00 1.586915e+00 2.530658e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 3.722753e-08 0.000000e+00
energy 5.572578e-04 9.835170e-07 5.572578e-06
displacement 7.087511e+00 8.587364e-01 3.437527e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 6.201296e-08 0.000000e+00
energy 5.572578e-04 6.928887e-06 5.572578e-06
displacement 7.087511e+00 1.345048e+00 4.848352e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 3.681354e-09 0.000000e+00
energy 5.572578e-04 1.832608e-06 5.572578e-06
displacement 7.087511e+00 1.146974e+00 6.409397e-05
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 1.261520e-09 0.000000e+00
energy 5.572578e-04 8.400740e-07 5.572578e-06
displacement 7.087511e+00 5.495623e-01 7.606896e-05
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 6.149355e-11 0.000000e+00
energy 5.572578e-04 3.316870e-07 5.572578e-06
displacement 7.087511e+00 3.793013e-01 8.692186e-05
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 8.634344e-13 0.000000e+00
energy 5.572578e-04 1.200136e-08 5.572578e-06
displacement 7.087511e+00 2.913552e-02 8.998566e-05
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.777792
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.944801e-05 1.139562e-18 0.000000e+00
energy 5.572578e-04 4.944222e-13 5.572578e-06
displacement 7.087511e+00 3.115899e-05 9.008444e-05
------- converged at time : 0.777792
]0;(step 1/2: 78%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0602074
===== beginning time step 18 : 0.838 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 2.383779e-05 0.000000e+00
energy 1.350586e-03 6.156479e-04 1.350586e-05
displacement 8.292556e+01 8.292556e+01 8.292556e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 1.936195e-07 0.000000e+00
energy 1.350586e-03 4.229050e-05 1.350586e-05
displacement 8.292556e+01 4.986658e-01 9.548337e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 5.927324e-07 0.000000e+00
energy 1.350586e-03 3.655059e-05 1.350586e-05
displacement 8.292556e+01 2.608494e+00 1.252729e-04
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 2.611329e-06 0.000000e+00
energy 1.350586e-03 4.443736e-04 1.350586e-05
displacement 8.292556e+01 2.606909e+01 2.536340e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 0.546207
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 4.954075e-06 0.000000e+00
energy 1.350586e-03 1.019442e-05 1.350586e-05
displacement 8.292556e+01 6.975372e-01 2.630562e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 4.482752e-06 0.000000e+00
energy 1.350586e-03 3.346782e-04 1.350586e-05
displacement 8.292556e+01 7.670670e+00 3.505000e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 1.052640e-05 0.000000e+00
energy 1.350586e-03 9.404954e-04 1.350586e-05
displacement 8.292556e+01 2.712002e+01 5.522818e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 8
step from line search = 0.394033
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 3.295834e-06 0.000000e+00
energy 1.350586e-03 6.264967e-05 1.350586e-05
displacement 8.292556e+01 1.984831e+00 6.099935e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 6.531125e-07 0.000000e+00
energy 1.350586e-03 6.666939e-06 1.350586e-05
displacement 8.292556e+01 1.991598e+00 6.587914e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 10
step from line search = 0.570757
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 5.237759e-07 0.000000e+00
energy 1.350586e-03 1.682962e-05 1.350586e-05
displacement 8.292556e+01 2.160851e+00 7.254185e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 11
step from line search = 0.363641
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 3.545322e-07 0.000000e+00
energy 1.350586e-03 4.030945e-06 1.350586e-05
displacement 8.292556e+01 9.302561e-01 7.490214e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 1.596855e-07 0.000000e+00
energy 1.350586e-03 2.919184e-05 1.350586e-05
displacement 8.292556e+01 6.674172e+00 8.801601e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 7.231712e-07 0.000000e+00
energy 1.350586e-03 2.029815e-05 1.350586e-05
displacement 8.292556e+01 1.351665e+00 8.822306e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 14
step from line search = 0.586046
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 1.910914e-07 0.000000e+00
energy 1.350586e-03 2.198619e-06 1.350586e-05
displacement 8.292556e+01 1.278308e+00 9.471141e-04
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 15
step from line search = 0.261200
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 7.577434e-08 0.000000e+00
energy 1.350586e-03 7.467468e-06 1.350586e-05
displacement 8.292556e+01 6.711871e-01 9.961060e-04
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 2.792841e-08 0.000000e+00
energy 1.350586e-03 1.901401e-06 1.350586e-05
displacement 8.292556e+01 5.938733e+00 1.134856e-03
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 17
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 1.224562e-09 0.000000e+00
energy 1.350586e-03 1.383988e-07 1.350586e-05
displacement 8.292556e+01 7.267499e-01 1.170041e-03
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.838
stiffness updates = 0
right hand side evaluations = 26
stiffness matrix reformations = 18
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.077423e-05 1.047359e-13 0.000000e+00
energy 1.350586e-03 1.673934e-09 1.350586e-05
displacement 8.292556e+01 8.252095e-04 1.171018e-03
------- converged at time : 0.838
]0;(step 1/2: 84%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0549703
===== beginning time step 19 : 0.89297 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 2.600896e-05 0.000000e+00
energy 8.369793e-04 7.207204e-04 8.369793e-06
displacement 1.465998e+01 1.465998e+01 1.465998e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 7.670217e-08 0.000000e+00
energy 8.369793e-04 2.918095e-05 8.369793e-06
displacement 1.465998e+01 3.406741e-01 1.916060e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 7.115015e-08 0.000000e+00
energy 8.369793e-04 6.543352e-06 8.369793e-06
displacement 1.465998e+01 4.508853e-01 2.477278e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 1.353426e-07 0.000000e+00
energy 8.369793e-04 1.024137e-05 8.369793e-06
displacement 1.465998e+01 1.070843e+00 3.457656e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 3.741091e-07 0.000000e+00
energy 8.369793e-04 1.475915e-05 8.369793e-06
displacement 1.465998e+01 1.732706e+00 4.995554e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 6
step from line search = 0.456276
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 5.956767e-07 0.000000e+00
energy 8.369793e-04 9.983706e-06 8.369793e-06
displacement 1.465998e+01 4.848325e-01 5.867654e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 7
step from line search = 0.618196
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 4.357437e-07 0.000000e+00
energy 8.369793e-04 1.952434e-05 8.369793e-06
displacement 1.465998e+01 5.705697e-01 6.962079e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 2.241135e-07 0.000000e+00
energy 8.369793e-04 5.005303e-05 8.369793e-06
displacement 1.465998e+01 1.954621e+00 9.304786e-05
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 9
step from line search = 0.264634
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 1.642881e-07 0.000000e+00
energy 8.369793e-04 6.929354e-06 8.369793e-06
displacement 1.465998e+01 3.527497e-02 9.044754e-05
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 4.464035e-08 0.000000e+00
energy 8.369793e-04 3.657062e-06 8.369793e-06
displacement 1.465998e+01 1.514537e-01 9.190628e-05
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 11
step from line search = 0.323098
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 2.170167e-08 0.000000e+00
energy 8.369793e-04 2.744188e-06 8.369793e-06
displacement 1.465998e+01 3.143375e-02 8.968910e-05
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 12
step from line search = 0.402795
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 9.916260e-09 0.000000e+00
energy 8.369793e-04 8.080745e-07 8.369793e-06
displacement 1.465998e+01 4.780255e-03 8.936889e-05
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 9.716665e-09 0.000000e+00
energy 8.369793e-04 1.552381e-06 8.369793e-06
displacement 1.465998e+01 1.574980e-02 9.027631e-05
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 1.759069e-09 0.000000e+00
energy 8.369793e-04 1.088821e-06 8.369793e-06
displacement 1.465998e+01 1.607691e-02 9.111654e-05
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 15
step from line search = 0.343101
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 6.659468e-10 0.000000e+00
energy 8.369793e-04 2.817055e-07 8.369793e-06
displacement 1.465998e+01 1.138884e-03 9.108631e-05
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 16
step from line search = 0.343360
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 2.230519e-10 0.000000e+00
energy 8.369793e-04 8.286917e-08 8.369793e-06
displacement 1.465998e+01 2.654019e-04 9.118154e-05
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.89297
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 17
step from line search = 0.273672
convergence norms : INITIAL CURRENT REQUIRED
residual 2.503534e-05 5.622533e-11 0.000000e+00
energy 8.369793e-04 2.380225e-08 8.369793e-06
displacement 1.465998e+01 6.492273e-05 9.123063e-05
------- converged at time : 0.89297
]0;(step 1/2: 89%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0516417
===== beginning time step 20 : 0.944612 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 3.038275e-05 0.000000e+00
energy 1.338519e-03 9.015139e-04 1.338519e-05
displacement 5.218461e+01 5.218461e+01 5.218461e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.946903e-07 0.000000e+00
energy 1.338519e-03 5.044388e-05 1.338519e-05
displacement 5.218461e+01 6.526499e-01 6.381441e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 3
step from line search = 0.587997
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 2.163410e-06 0.000000e+00
energy 1.338519e-03 1.253953e-05 1.338519e-05
displacement 5.218461e+01 9.281410e-01 7.760472e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.790441e-06 0.000000e+00
energy 1.338519e-03 2.412054e-04 1.338519e-05
displacement 5.218461e+01 1.114354e+01 1.407062e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 5
step from line search = 0.611779
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 7.215706e-07 0.000000e+00
energy 1.338519e-03 1.622409e-05 1.338519e-05
displacement 5.218461e+01 3.080958e+00 1.713554e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 6
step from line search = 0.592461
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 8.155502e-07 0.000000e+00
energy 1.338519e-03 2.031203e-05 1.338519e-05
displacement 5.218461e+01 1.041890e+00 1.945025e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 7
step from line search = 0.473345
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.071973e-06 0.000000e+00
energy 1.338519e-03 5.373909e-05 1.338519e-05
displacement 5.218461e+01 1.805497e+00 2.232341e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.133125e-06 0.000000e+00
energy 1.338519e-03 8.304416e-05 1.338519e-05
displacement 5.218461e+01 1.233107e+00 2.486879e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.528929e-06 0.000000e+00
energy 1.338519e-03 2.810004e-04 1.338519e-05
displacement 5.218461e+01 5.058001e+00 3.178813e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 3.383234e-07 0.000000e+00
energy 1.338519e-03 6.082783e-05 1.338519e-05
displacement 5.218461e+01 1.141985e+00 3.456536e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 11
step from line search = 0.484293
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 7.243163e-08 0.000000e+00
energy 1.338519e-03 3.375301e-06 1.338519e-05
displacement 5.218461e+01 8.280471e-02 3.465050e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 12
step from line search = 0.518982
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 4.380693e-08 0.000000e+00
energy 1.338519e-03 1.088105e-06 1.338519e-05
displacement 5.218461e+01 2.843032e-01 3.654175e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 5.448855e-08 0.000000e+00
energy 1.338519e-03 6.524306e-07 1.338519e-05
displacement 5.218461e+01 6.764564e-01 3.956391e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 26
stiffness matrix reformations = 14
step from line search = 0.073905
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 7.316739e-08 0.000000e+00
energy 1.338519e-03 1.111832e-06 1.338519e-05
displacement 5.218461e+01 3.389532e-03 3.975393e-04
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 15
step from line search = 0.389146
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 9.067340e-08 0.000000e+00
energy 1.338519e-03 3.692248e-06 1.338519e-05
displacement 5.218461e+01 4.223549e-02 3.979393e-04
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 32
stiffness matrix reformations = 16
step from line search = 0.279293
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 4.728038e-08 0.000000e+00
energy 1.338519e-03 4.228697e-06 1.338519e-05
displacement 5.218461e+01 7.039366e-02 4.061645e-04
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 35
stiffness matrix reformations = 17
step from line search = 0.367998
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 4.805314e-08 0.000000e+00
energy 1.338519e-03 1.512477e-06 1.338519e-05
displacement 5.218461e+01 1.405197e-02 4.076703e-04
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 40
stiffness matrix reformations = 18
step from line search = 0.042303
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 2.522136e-08 0.000000e+00
energy 1.338519e-03 3.147327e-07 1.338519e-05
displacement 5.218461e+01 7.938246e-04 4.084518e-04
Reforming stiffness matrix: reformation #19
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
19
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 46
stiffness matrix reformations = 19
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 2.608577e-07 0.000000e+00
energy 1.338519e-03 1.987362e-05 1.338519e-05
displacement 5.218461e+01 2.974041e-02 4.128554e-04
Reforming stiffness matrix: reformation #20
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
20
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 47
stiffness matrix reformations = 20
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.068825e-07 0.000000e+00
energy 1.338519e-03 4.894854e-05 1.338519e-05
displacement 5.218461e+01 9.661851e-01 4.400130e-04
Reforming stiffness matrix: reformation #21
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
21
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 49
stiffness matrix reformations = 21
step from line search = 0.547093
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 4.419538e-08 0.000000e+00
energy 1.338519e-03 6.169805e-06 1.338519e-05
displacement 5.218461e+01 5.986425e-01 4.166958e-04
Reforming stiffness matrix: reformation #22
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
22
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 50
stiffness matrix reformations = 22
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 4.475559e-08 0.000000e+00
energy 1.338519e-03 4.741280e-07 1.338519e-05
displacement 5.218461e+01 8.161517e-02 4.092477e-04
Reforming stiffness matrix: reformation #23
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
23
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 51
stiffness matrix reformations = 23
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 2.263975e-08 0.000000e+00
energy 1.338519e-03 3.164546e-06 1.338519e-05
displacement 5.218461e+01 2.722143e-01 4.088448e-04
Reforming stiffness matrix: reformation #24
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
24
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 52
stiffness matrix reformations = 24
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 1.828963e-09 0.000000e+00
energy 1.338519e-03 2.122428e-07 1.338519e-05
displacement 5.218461e+01 6.446049e-02 4.136758e-04
Reforming stiffness matrix: reformation #25
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
25
Nonlinear solution status: time= 0.944612
stiffness updates = 0
right hand side evaluations = 53
stiffness matrix reformations = 25
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.827914e-05 4.321856e-09 0.000000e+00
energy 1.338519e-03 1.048519e-06 1.338519e-05
displacement 5.218461e+01 4.449527e-01 4.352878e-04
Reforming stiffness matrix: reformation #26
*************************************************************************
* ERROR *
* *
* Max nr of reformations reached. *
*************************************************************************
------- failed to converge at time : 0.944612
Retrying time step. Retry attempt 1 of max 25
AUTO STEPPER: retry step, dt = 0.0496555
===== beginning time step 20 : 0.942625 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 3.027705e-05 0.000000e+00
energy 1.308182e-03 8.974595e-04 1.308182e-05
displacement 4.906145e+01 4.906145e+01 4.906145e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 1.865288e-07 0.000000e+00
energy 1.308182e-03 4.920581e-05 1.308182e-05
displacement 4.906145e+01 6.307383e-01 6.014775e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 3
step from line search = 0.603428
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 2.030990e-06 0.000000e+00
energy 1.308182e-03 1.099298e-05 1.308182e-05
displacement 4.906145e+01 9.272881e-01 7.359337e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 1.593101e-06 0.000000e+00
energy 1.308182e-03 2.136366e-04 1.308182e-05
displacement 4.906145e+01 1.031704e+01 1.326309e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 5
step from line search = 0.626097
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 6.145299e-07 0.000000e+00
energy 1.308182e-03 1.457286e-05 1.308182e-05
displacement 4.906145e+01 3.030977e+00 1.629868e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 6
step from line search = 0.596194
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 7.108561e-07 0.000000e+00
energy 1.308182e-03 1.758554e-05 1.308182e-05
displacement 4.906145e+01 9.573299e-01 1.846114e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 7
step from line search = 0.542940
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 9.780140e-07 0.000000e+00
energy 1.308182e-03 3.145760e-05 1.308182e-05
displacement 4.906145e+01 1.679188e+00 2.146706e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 0.606561
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 6.795386e-07 0.000000e+00
energy 1.308182e-03 4.188634e-05 1.308182e-05
displacement 4.906145e+01 5.219953e-01 2.246021e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 9.753815e-07 0.000000e+00
energy 1.308182e-03 1.511937e-04 1.308182e-05
displacement 4.906145e+01 5.817224e+00 2.956128e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 0.629751
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 8.676322e-07 0.000000e+00
energy 1.308182e-03 1.260202e-04 1.308182e-05
displacement 4.906145e+01 8.829311e-01 2.814560e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 11
step from line search = 0.623889
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 6.011059e-07 0.000000e+00
energy 1.308182e-03 5.961591e-05 1.308182e-05
displacement 4.906145e+01 2.399722e-01 2.885602e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 5.221751e-07 0.000000e+00
energy 1.308182e-03 1.099340e-04 1.308182e-05
displacement 4.906145e+01 2.646824e+00 3.289567e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 4.637252e-07 0.000000e+00
energy 1.308182e-03 1.438353e-04 1.308182e-05
displacement 4.906145e+01 2.965110e+00 3.657453e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 5.285259e-07 0.000000e+00
energy 1.308182e-03 1.167946e-04 1.308182e-05
displacement 4.906145e+01 2.575604e+00 3.933067e-04
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 15
step from line search = 0.250607
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 3.818386e-07 0.000000e+00
energy 1.308182e-03 5.140555e-06 1.308182e-05
displacement 4.906145e+01 1.200647e-01 3.892493e-04
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 16
step from line search = 0.451598
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 1.669806e-07 0.000000e+00
energy 1.308182e-03 1.096337e-05 1.308182e-05
displacement 4.906145e+01 6.317648e-02 3.823257e-04
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 17
step from line search = 0.587301
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 2.491194e-07 0.000000e+00
energy 1.308182e-03 1.550001e-05 1.308182e-05
displacement 4.906145e+01 3.203702e-02 3.859978e-04
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 30
stiffness matrix reformations = 18
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 2.625877e-07 0.000000e+00
energy 1.308182e-03 4.551221e-05 1.308182e-05
displacement 4.906145e+01 4.504398e-01 4.081412e-04
Reforming stiffness matrix: reformation #19
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
19
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 32
stiffness matrix reformations = 19
step from line search = 0.329300
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 1.182865e-07 0.000000e+00
energy 1.308182e-03 1.469559e-06 1.308182e-05
displacement 4.906145e+01 5.966313e-02 4.066305e-04
Reforming stiffness matrix: reformation #20
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
20
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 33
stiffness matrix reformations = 20
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 1.746107e-07 0.000000e+00
energy 1.308182e-03 2.262122e-05 1.308182e-05
displacement 4.906145e+01 1.483355e-01 3.942734e-04
Reforming stiffness matrix: reformation #21
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
21
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 35
stiffness matrix reformations = 21
step from line search = 0.635643
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 7.494595e-08 0.000000e+00
energy 1.308182e-03 1.983578e-05 1.308182e-05
displacement 4.906145e+01 1.735541e-01 3.976247e-04
Reforming stiffness matrix: reformation #22
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
22
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 37
stiffness matrix reformations = 22
step from line search = 0.563364
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 2.084263e-08 0.000000e+00
energy 1.308182e-03 5.594459e-06 1.308182e-05
displacement 4.906145e+01 6.098309e-02 4.011696e-04
Reforming stiffness matrix: reformation #23
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
23
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 38
stiffness matrix reformations = 23
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 1.236279e-08 0.000000e+00
energy 1.308182e-03 1.195645e-06 1.308182e-05
displacement 4.906145e+01 6.279176e-02 4.093644e-04
Reforming stiffness matrix: reformation #24
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
24
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 39
stiffness matrix reformations = 24
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 2.664560e-09 0.000000e+00
energy 1.308182e-03 4.236915e-07 1.308182e-05
displacement 4.906145e+01 1.592512e-02 4.141183e-04
Reforming stiffness matrix: reformation #25
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
25
Nonlinear solution status: time= 0.942625
stiffness updates = 0
right hand side evaluations = 40
stiffness matrix reformations = 25
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.826801e-05 6.882496e-10 0.000000e+00
energy 1.308182e-03 1.457320e-07 1.308182e-05
displacement 4.906145e+01 9.778674e-03 4.152669e-04
Reforming stiffness matrix: reformation #26
*************************************************************************
* ERROR *
* *
* Max nr of reformations reached. *
*************************************************************************
------- failed to converge at time : 0.942625
Retrying time step. Retry attempt 2 of max 25
AUTO STEPPER: retry step, dt = 0.0476692
===== beginning time step 20 : 0.940639 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 3.017098e-05 0.000000e+00
energy 1.278606e-03 8.934382e-04 1.278606e-05
displacement 4.601876e+01 4.601876e+01 4.601876e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 1.785401e-07 0.000000e+00
energy 1.278606e-03 4.810758e-05 1.278606e-05
displacement 4.601876e+01 6.088468e-01 5.656810e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 3
step from line search = 0.618762
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 1.892952e-06 0.000000e+00
energy 1.278606e-03 9.713337e-06 1.278606e-05
displacement 4.601876e+01 9.122936e-01 6.956357e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 1.435096e-06 0.000000e+00
energy 1.278606e-03 1.935345e-04 1.278606e-05
displacement 4.601876e+01 9.623553e+00 1.249360e-04
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 5
step from line search = 0.533862
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 1.156466e-06 0.000000e+00
energy 1.278606e-03 3.841899e-05 1.278606e-05
displacement 4.601876e+01 1.797343e+00 1.446610e-04
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 6
step from line search = 0.632013
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 9.084691e-07 0.000000e+00
energy 1.278606e-03 1.145977e-04 1.278606e-05
displacement 4.601876e+01 1.751051e+00 1.726350e-04
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 7
step from line search = 0.528459
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 8.631050e-07 0.000000e+00
energy 1.278606e-03 6.034097e-05 1.278606e-05
displacement 4.601876e+01 1.573749e+00 2.010495e-04
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 0.590452
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 5.016148e-07 0.000000e+00
energy 1.278606e-03 5.782395e-05 1.278606e-05
displacement 4.601876e+01 1.133499e+00 2.263736e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 9
step from line search = 0.599735
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 3.802188e-07 0.000000e+00
energy 1.278606e-03 4.276005e-05 1.278606e-05
displacement 4.601876e+01 7.274465e-01 2.476975e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 5.078105e-07 0.000000e+00
energy 1.278606e-03 9.419595e-05 1.278606e-05
displacement 4.601876e+01 2.426209e+00 2.924193e-04
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 11
step from line search = 0.278051
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 2.475907e-07 0.000000e+00
energy 1.278606e-03 3.215053e-06 1.278606e-05
displacement 4.601876e+01 1.891361e-01 3.021647e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 5.998626e-08 0.000000e+00
energy 1.278606e-03 1.134769e-05 1.278606e-05
displacement 4.601876e+01 1.003876e+00 3.351105e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 1.324918e-08 0.000000e+00
energy 1.278606e-03 1.714460e-07 1.278606e-05
displacement 4.601876e+01 2.238229e-01 3.517472e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 2.135860e-09 0.000000e+00
energy 1.278606e-03 2.082001e-06 1.278606e-05
displacement 4.601876e+01 1.777892e-01 3.671759e-04
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 15
step from line search = 0.480036
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 9.871347e-10 0.000000e+00
energy 1.278606e-03 9.262437e-07 1.278606e-05
displacement 4.601876e+01 1.625813e-01 3.795468e-04
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 2.066874e-10 0.000000e+00
energy 1.278606e-03 2.183864e-07 1.278606e-05
displacement 4.601876e+01 1.123093e-01 3.909675e-04
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
17
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 26
stiffness matrix reformations = 17
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 6.089340e-13 0.000000e+00
energy 1.278606e-03 4.847910e-09 1.278606e-05
displacement 4.601876e+01 2.205984e-03 3.924583e-04
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
18
Nonlinear solution status: time= 0.940639
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 18
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.825687e-05 1.410145e-17 0.000000e+00
energy 1.278606e-03 1.535620e-12 1.278606e-05
displacement 4.601876e+01 1.701132e-05 3.925932e-04
------- converged at time : 0.940639
]0;(step 1/2: 94%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0435246
===== beginning time step 21 : 0.984164 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 3.242517e-05 0.000000e+00
energy 1.156267e-03 9.991323e-04 1.156267e-05
displacement 1.827854e+01 1.827854e+01 1.827854e-05
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 1.245011e-07 0.000000e+00
energy 1.156267e-03 3.430247e-05 1.156267e-05
displacement 1.827854e+01 3.547796e-01 2.324522e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 1.144737e-07 0.000000e+00
energy 1.156267e-03 6.805638e-06 1.156267e-05
displacement 1.827854e+01 1.071514e+00 3.317560e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 1.964257e-07 0.000000e+00
energy 1.156267e-03 1.211921e-05 1.156267e-05
displacement 1.827854e+01 5.997619e-01 4.082411e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 5
step from line search = 0.513987
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 1.356574e-07 0.000000e+00
energy 1.156267e-03 1.626922e-05 1.156267e-05
displacement 1.827854e+01 3.862185e-01 4.704563e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 6
step from line search = 0.588064
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 5.354827e-07 0.000000e+00
energy 1.156267e-03 2.027063e-05 1.156267e-05
displacement 1.827854e+01 4.689898e-01 5.547490e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 6.971251e-07 0.000000e+00
energy 1.156267e-03 8.684395e-05 1.156267e-05
displacement 1.827854e+01 3.600494e+00 8.529283e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 8
step from line search = 0.582717
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 1.533808e-06 0.000000e+00
energy 1.156267e-03 8.017888e-05 1.156267e-05
displacement 1.827854e+01 1.512497e+00 1.031516e-04
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 0.191366
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 6.918749e-07 0.000000e+00
energy 1.156267e-03 3.273714e-05 1.156267e-05
displacement 1.827854e+01 1.123882e-01 1.022573e-04
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 3.971377e-07 0.000000e+00
energy 1.156267e-03 1.076341e-04 1.156267e-05
displacement 1.827854e+01 1.102121e+00 8.613073e-05
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 6.771105e-08 0.000000e+00
energy 1.156267e-03 2.933200e-05 1.156267e-05
displacement 1.827854e+01 1.200654e+00 1.052868e-04
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 7.806536e-08 0.000000e+00
energy 1.156267e-03 8.072017e-06 1.156267e-05
displacement 1.827854e+01 6.496575e-02 1.071790e-04
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 2.506926e-08 0.000000e+00
energy 1.156267e-03 8.576412e-06 1.156267e-05
displacement 1.827854e+01 5.496904e-02 1.040493e-04
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 3.344406e-09 0.000000e+00
energy 1.156267e-03 8.796923e-07 1.156267e-05
displacement 1.827854e+01 1.154006e-02 1.050632e-04
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 15
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 6.011526e-12 0.000000e+00
energy 1.156267e-03 1.917602e-08 1.156267e-05
displacement 1.827854e+01 2.185990e-03 1.045906e-04
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 0.984164
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.156265e-05 8.842643e-18 0.000000e+00
energy 1.156267e-03 1.690148e-14 1.156267e-05
displacement 1.827854e+01 4.501663e-06 1.046129e-04
------- converged at time : 0.984164
]0;(step 1/2: 98%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.0421457
MUST POINT CONTROLLER: adjusting time step. dt = 0.0158362
===== beginning time step 22 : 1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 3.176500e-05 0.000000e+00
energy 1.039708e-03 1.008631e-03 1.039708e-05
displacement 5.444220e-01 5.444220e-01 5.444220e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 9.838962e-08 0.000000e+00
energy 1.039708e-03 1.934399e-05 1.039708e-05
displacement 5.444220e-01 2.301979e-01 1.460413e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 5.494830e-08 0.000000e+00
energy 1.039708e-03 2.730277e-06 1.039708e-05
displacement 5.444220e-01 2.591020e-01 2.676863e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 4.248527e-08 0.000000e+00
energy 1.039708e-03 6.898369e-07 1.039708e-05
displacement 5.444220e-01 3.995136e-01 4.835613e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 5
step from line search = 0.608333
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 2.470438e-08 0.000000e+00
energy 1.039708e-03 1.184179e-07 1.039708e-05
displacement 5.444220e-01 2.807505e-02 5.367364e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 7.838794e-09 0.000000e+00
energy 1.039708e-03 1.506969e-07 1.039708e-05
displacement 5.444220e-01 5.649893e-02 6.302761e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 6.489854e-09 0.000000e+00
energy 1.039708e-03 2.157067e-07 1.039708e-05
displacement 5.444220e-01 1.829856e-02 6.836180e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 3.809686e-09 0.000000e+00
energy 1.039708e-03 3.575451e-07 1.039708e-05
displacement 5.444220e-01 8.665884e-03 6.782149e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 9
step from line search = 0.241261
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 3.869041e-09 0.000000e+00
energy 1.039708e-03 9.065717e-08 1.039708e-05
displacement 5.444220e-01 1.788838e-04 6.775326e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 5.036983e-10 0.000000e+00
energy 1.039708e-03 3.767793e-08 1.039708e-05
displacement 5.444220e-01 4.324253e-03 6.958118e-06
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 9.014506e-11 0.000000e+00
energy 1.039708e-03 2.427647e-08 1.039708e-05
displacement 5.444220e-01 3.744728e-04 6.989045e-06
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 3.905043e-10 0.000000e+00
energy 1.039708e-03 2.928465e-08 1.039708e-05
displacement 5.444220e-01 1.077762e-03 7.042190e-06
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 9.083048e-13 0.000000e+00
energy 1.039708e-03 5.607379e-10 1.039708e-05
displacement 5.444220e-01 5.719985e-04 7.007378e-06
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.244856e-05 1.150644e-18 0.000000e+00
energy 1.039708e-03 1.734022e-13 1.039708e-05
displacement 5.444220e-01 7.704601e-07 7.009800e-06
------- converged at time : 1
]0;(step 1/2: 100%) tempModel.feb - FEBio 2.9.0.0
N O N L I N E A R I T E R A T I O N I N F O R M A T I O N
Number of time steps completed .................... : 22
Total number of equilibrium iterations ............ : 379
Average number of equilibrium iterations .......... : 17.2273
Total number of right hand evaluations ............ : 672
Total number of stiffness reformations ............ : 382
Time in linear solver: 0:01:50
===== beginning time step 1 : 11 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 3.271962e-05 0.000000e+00
energy 1.109785e-03 1.026928e-03 1.109785e-05
displacement 8.671295e+00 8.671295e+00 8.671295e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 1.104895e-07 0.000000e+00
energy 1.109785e-03 2.910246e-05 1.109785e-05
displacement 8.671295e+00 3.181229e-01 1.199243e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 5.793442e-08 0.000000e+00
energy 1.109785e-03 6.287728e-06 1.109785e-05
displacement 8.671295e+00 3.551477e-01 1.601267e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 2.874865e-07 0.000000e+00
energy 1.109785e-03 2.608177e-05 1.109785e-05
displacement 8.671295e+00 7.757134e-01 2.275066e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 5
step from line search = 0.287403
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 3.105462e-07 0.000000e+00
energy 1.109785e-03 2.140497e-06 1.109785e-05
displacement 8.671295e+00 4.050158e-02 2.403046e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 5.610583e-08 0.000000e+00
energy 1.109785e-03 5.530662e-06 1.109785e-05
displacement 8.671295e+00 4.467448e-01 2.969639e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 7
step from line search = 0.465889
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 1.486368e-07 0.000000e+00
energy 1.109785e-03 8.960063e-07 1.109785e-05
displacement 8.671295e+00 9.608631e-02 3.251078e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 8
step from line search = 0.513468
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 5.591300e-08 0.000000e+00
energy 1.109785e-03 5.319946e-06 1.109785e-05
displacement 8.671295e+00 6.427775e-02 3.467692e-05
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 9
step from line search = 0.391773
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 3.562855e-08 0.000000e+00
energy 1.109785e-03 1.491189e-07 1.109785e-05
displacement 8.671295e+00 3.611511e-02 3.630085e-05
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 2.554335e-08 0.000000e+00
energy 1.109785e-03 3.676163e-07 1.109785e-05
displacement 8.671295e+00 3.099761e-01 4.277481e-05
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 7.338096e-09 0.000000e+00
energy 1.109785e-03 2.451580e-07 1.109785e-05
displacement 8.671295e+00 2.679149e-02 4.159382e-05
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 1.888428e-10 0.000000e+00
energy 1.109785e-03 9.040037e-08 1.109785e-05
displacement 8.671295e+00 3.227124e-03 4.217922e-05
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 24
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 1.839610e-10 0.000000e+00
energy 1.109785e-03 2.656427e-08 1.109785e-05
displacement 8.671295e+00 1.538747e-03 4.257558e-05
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
14
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 25
stiffness matrix reformations = 14
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 7.429311e-11 0.000000e+00
energy 1.109785e-03 1.696406e-11 1.109785e-05
displacement 8.671295e+00 1.439820e-04 4.244220e-05
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
15
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 26
stiffness matrix reformations = 15
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 8.176565e-16 0.000000e+00
energy 1.109785e-03 1.159284e-11 1.109785e-05
displacement 8.671295e+00 6.874093e-05 4.253913e-05
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
16
Nonlinear solution status: time= 11
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.251709e-05 2.295743e-23 0.000000e+00
energy 1.109785e-03 2.285780e-17 1.109785e-05
displacement 8.671295e+00 3.948931e-09 4.253984e-05
------- converged at time : 11
]0;(step 2/2: 10%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 9.68563
===== beginning time step 2 : 20.6856 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 3.105730e-05 0.000000e+00
energy 1.104541e-03 1.002619e-03 1.104541e-05
displacement 5.449006e+00 5.449006e+00 5.449006e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 7.365584e-08 0.000000e+00
energy 1.104541e-03 1.387815e-05 1.104541e-05
displacement 5.449006e+00 2.112425e-01 4.053932e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 7.136295e-08 0.000000e+00
energy 1.104541e-03 2.048296e-06 1.104541e-05
displacement 5.449006e+00 1.491333e-01 2.897194e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 2.449722e-08 0.000000e+00
energy 1.104541e-03 3.027963e-06 1.104541e-05
displacement 5.449006e+00 1.614056e-01 2.023985e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 2.113496e-08 0.000000e+00
energy 1.104541e-03 5.226233e-06 1.104541e-05
displacement 5.449006e+00 2.235712e-01 1.569197e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 7.351243e-09 0.000000e+00
energy 1.104541e-03 2.395905e-06 1.104541e-05
displacement 5.449006e+00 9.621980e-02 1.345965e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 1.748082e-09 0.000000e+00
energy 1.104541e-03 1.288226e-07 1.104541e-05
displacement 5.449006e+00 1.986516e-02 1.394171e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 6.783402e-10 0.000000e+00
energy 1.104541e-03 1.119704e-08 1.104541e-05
displacement 5.449006e+00 5.839661e-04 1.392903e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 2.225168e-12 0.000000e+00
energy 1.104541e-03 2.616460e-10 1.104541e-05
displacement 5.449006e+00 4.207730e-05 1.393855e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 1.438350e-17 0.000000e+00
energy 1.104541e-03 1.481305e-13 1.104541e-05
displacement 5.449006e+00 1.843133e-06 1.394014e-06
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 20.6856
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.298875e-05 4.057360e-27 0.000000e+00
energy 1.104541e-03 1.677859e-21 1.104541e-05
displacement 5.449006e+00 3.195765e-11 1.394015e-06
------- converged at time : 20.6856
]0;(step 2/2: 20%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 16.4483
===== beginning time step 3 : 37.1339 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 3.168946e-05 0.000000e+00
energy 1.060309e-03 9.823691e-04 1.060309e-05
displacement 8.576552e+00 8.576552e+00 8.576552e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 9.549714e-08 0.000000e+00
energy 1.060309e-03 2.498569e-05 1.060309e-05
displacement 8.576552e+00 3.436765e-01 1.206481e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 6.959098e-08 0.000000e+00
energy 1.060309e-03 4.859871e-06 1.060309e-05
displacement 8.576552e+00 3.547435e-01 1.609845e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 4
step from line search = 0.490448
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 1.452547e-07 0.000000e+00
energy 1.060309e-03 3.781443e-06 1.060309e-05
displacement 8.576552e+00 1.322697e-01 1.873344e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 2.842813e-08 0.000000e+00
energy 1.060309e-03 1.462615e-06 1.060309e-05
displacement 8.576552e+00 4.516914e-01 2.434806e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 4.414205e-08 0.000000e+00
energy 1.060309e-03 2.787406e-06 1.060309e-05
displacement 8.576552e+00 9.653614e-02 2.662466e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 7
step from line search = 0.616229
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 1.678289e-08 0.000000e+00
energy 1.060309e-03 1.220917e-06 1.060309e-05
displacement 8.576552e+00 2.322668e-02 2.750989e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 2.592380e-09 0.000000e+00
energy 1.060309e-03 3.725933e-07 1.060309e-05
displacement 8.576552e+00 1.234614e-02 2.775078e-05
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 2.319942e-09 0.000000e+00
energy 1.060309e-03 2.069029e-07 1.060309e-05
displacement 8.576552e+00 8.847887e-03 2.817450e-05
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 1.190268e-09 0.000000e+00
energy 1.060309e-03 2.105126e-07 1.060309e-05
displacement 8.576552e+00 1.165539e-02 2.872852e-05
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 11
step from line search = 0.417930
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 1.063007e-09 0.000000e+00
energy 1.060309e-03 1.198202e-07 1.060309e-05
displacement 8.576552e+00 2.596393e-03 2.848840e-05
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 9.042232e-11 0.000000e+00
energy 1.060309e-03 4.503254e-09 1.060309e-05
displacement 8.576552e+00 6.163627e-04 2.845312e-05
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 37.1339
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.138659e-05 2.997545e-15 0.000000e+00
energy 1.060309e-03 4.699128e-11 1.060309e-05
displacement 8.576552e+00 1.292741e-05 2.844658e-05
------- converged at time : 37.1339
]0;(step 2/2: 36%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 18.9369
===== beginning time step 4 : 56.0709 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 3.093874e-05 0.000000e+00
energy 1.084600e-03 9.816356e-04 1.084600e-05
displacement 5.549388e+00 5.549388e+00 5.549388e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 6.142345e-08 0.000000e+00
energy 1.084600e-03 1.208849e-05 1.084600e-05
displacement 5.549388e+00 2.041966e-01 4.155410e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 2.981380e-08 0.000000e+00
energy 1.084600e-03 3.030272e-06 1.084600e-05
displacement 5.549388e+00 7.463332e-02 3.294590e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 5.014931e-08 0.000000e+00
energy 1.084600e-03 3.755073e-07 1.084600e-05
displacement 5.549388e+00 2.247998e-01 2.168961e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 2.276317e-08 0.000000e+00
energy 1.084600e-03 2.630278e-06 1.084600e-05
displacement 5.549388e+00 4.357844e-02 1.874000e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 4.122000e-09 0.000000e+00
energy 1.084600e-03 1.976231e-07 1.084600e-05
displacement 5.549388e+00 6.417487e-03 1.774561e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 8.472790e-10 0.000000e+00
energy 1.084600e-03 3.920211e-09 1.084600e-05
displacement 5.549388e+00 1.248892e-03 1.735790e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 1.967583e-11 0.000000e+00
energy 1.084600e-03 1.566028e-09 1.084600e-05
displacement 5.549388e+00 7.305902e-05 1.734038e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 1.535254e-11 0.000000e+00
energy 1.084600e-03 3.847142e-10 1.084600e-05
displacement 5.549388e+00 2.904715e-06 1.732690e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 1.254491e-17 0.000000e+00
energy 1.084600e-03 4.269489e-13 1.084600e-05
displacement 5.549388e+00 2.050950e-06 1.732059e-06
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 56.0709
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.289987e-05 9.014816e-27 0.000000e+00
energy 1.084600e-03 4.099632e-20 1.084600e-05
displacement 5.549388e+00 1.026010e-11 1.732058e-06
------- converged at time : 56.0709
]0;(step 2/2: 55%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 24.1477
===== beginning time step 5 : 80.2185 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 3.142960e-05 0.000000e+00
energy 1.042223e-03 9.634750e-04 1.042223e-05
displacement 8.510914e+00 8.510914e+00 8.510914e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 9.356427e-08 0.000000e+00
energy 1.042223e-03 2.372212e-05 1.042223e-05
displacement 8.510914e+00 3.360515e-01 1.194319e-05
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 4.630230e-08 0.000000e+00
energy 1.042223e-03 4.147456e-06 1.042223e-05
displacement 8.510914e+00 2.720624e-01 1.538821e-05
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 1.009728e-07 0.000000e+00
energy 1.042223e-03 6.631895e-06 1.042223e-05
displacement 8.510914e+00 6.104351e-01 2.142799e-05
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 1.367056e-08 0.000000e+00
energy 1.042223e-03 1.800204e-06 1.042223e-05
displacement 8.510914e+00 9.174397e-02 2.358765e-05
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 1.967967e-08 0.000000e+00
energy 1.042223e-03 3.569082e-07 1.042223e-05
displacement 8.510914e+00 1.161039e-01 2.634486e-05
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 4.547124e-09 0.000000e+00
energy 1.042223e-03 1.599107e-07 1.042223e-05
displacement 8.510914e+00 9.519997e-03 2.672400e-05
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 5.395167e-09 0.000000e+00
energy 1.042223e-03 6.598867e-07 1.042223e-05
displacement 8.510914e+00 5.901318e-03 2.688972e-05
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 9
step from line search = 0.606773
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 2.523812e-09 0.000000e+00
energy 1.042223e-03 1.216873e-07 1.042223e-05
displacement 8.510914e+00 2.057095e-03 2.701840e-05
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 9.580213e-10 0.000000e+00
energy 1.042223e-03 5.468581e-09 1.042223e-05
displacement 8.510914e+00 3.598245e-03 2.741863e-05
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 1.408194e-10 0.000000e+00
energy 1.042223e-03 7.411342e-08 1.042223e-05
displacement 8.510914e+00 9.268648e-04 2.751217e-05
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 6.671840e-14 0.000000e+00
energy 1.042223e-03 4.952851e-10 1.042223e-05
displacement 8.510914e+00 1.078787e-04 2.756771e-05
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
13
Nonlinear solution status: time= 80.2185
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.116229e-05 3.408373e-22 0.000000e+00
energy 1.042223e-03 2.142193e-16 1.042223e-05
displacement 8.510914e+00 8.103976e-09 2.756794e-05
------- converged at time : 80.2185
]0;(step 2/2: 79%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 26.0652
MUST POINT CONTROLLER: adjusting time step. dt = 20.7815
===== beginning time step 6 : 101 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
1
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 3.088765e-05 0.000000e+00
energy 1.069682e-03 9.691314e-04 1.069682e-05
displacement 5.446248e+00 5.446248e+00 5.446248e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
2
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 5.305079e-08 0.000000e+00
energy 1.069682e-03 1.224090e-05 1.069682e-05
displacement 5.446248e+00 2.215345e-01 3.979359e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
3
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 1.250748e-08 0.000000e+00
energy 1.069682e-03 1.434179e-06 1.069682e-05
displacement 5.446248e+00 5.811574e-02 3.246820e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
4
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 3.519911e-08 0.000000e+00
energy 1.069682e-03 9.009204e-07 1.069682e-05
displacement 5.446248e+00 1.467185e-01 2.330657e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
5
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 6.806572e-09 0.000000e+00
energy 1.069682e-03 2.845513e-07 1.069682e-05
displacement 5.446248e+00 1.153065e-02 2.182504e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
6
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 6
step from line search = 0.596973
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 4.560337e-09 0.000000e+00
energy 1.069682e-03 3.191068e-07 1.069682e-05
displacement 5.446248e+00 8.987804e-04 2.177012e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
7
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 7.740303e-10 0.000000e+00
energy 1.069682e-03 7.725314e-08 1.069682e-05
displacement 5.446248e+00 3.895888e-03 2.060085e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
8
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 3.835079e-10 0.000000e+00
energy 1.069682e-03 3.821540e-09 1.069682e-05
displacement 5.446248e+00 2.731147e-04 2.036159e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
9
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 2.989146e-10 0.000000e+00
energy 1.069682e-03 1.127468e-10 1.069682e-05
displacement 5.446248e+00 3.113230e-05 2.032831e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
10
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 17
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 3.093933e-10 0.000000e+00
energy 1.069682e-03 5.701079e-10 1.069682e-05
displacement 5.446248e+00 4.258930e-05 2.026853e-06
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
11
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 18
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 3.299223e-13 0.000000e+00
energy 1.069682e-03 8.471907e-11 1.069682e-05
displacement 5.446248e+00 3.371042e-05 2.021394e-06
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 11784
Nr of nonzeroes in stiffness matrix ....... : 906480
12
Nonlinear solution status: time= 101
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.278007e-05 2.023433e-13 0.000000e+00
energy 1.069682e-03 1.079189e-11 1.069682e-05
displacement 5.446248e+00 1.111166e-07 2.021184e-06
------- converged at time : 101
]0;(step 2/2: 100%) tempModel.feb - FEBio 2.9.0.0
N O N L I N E A R I T E R A T I O N I N F O R M A T I O N
Number of time steps completed .................... : 6
Total number of equilibrium iterations ............ : 76
Average number of equilibrium iterations .......... : 12.6667
Total number of right hand evaluations ............ : 122
Total number of stiffness reformations ............ : 76
Time in linear solver: 0:02:10
Elapsed time : 0:04:23
N O R M A L T E R M I N A T I O N
Waiting for log file...
Proceeding to check log file...04-Jun-2019 13:11:18
------- converged at time : 0.01
------- converged at time : 0.038
------- converged at time : 0.0744984
------- converged at time : 0.123697
------- converged at time : 0.174679
------- converged at time : 0.21587
------- converged at time : 0.259125
------- converged at time : 0.309077
------- converged at time : 0.356006
------- converged at time : 0.39666
------- converged at time : 0.437315
------- converged at time : 0.489839
------- converged at time : 0.539182
------- converged at time : 0.597023
------- converged at time : 0.657991
------- converged at time : 0.72291
------- converged at time : 0.777792
------- converged at time : 0.838
------- converged at time : 0.89297
------- converged at time : 0.940639
------- converged at time : 0.984164
------- converged at time : 1
------- converged at time : 11
------- converged at time : 20.6856
------- converged at time : 37.1339
------- converged at time : 56.0709
------- converged at time : 80.2185
------- converged at time : 101
--- Done --- 04-Jun-2019 13:11:18
Import FEBio results
if 1%runFlag==1 %i.e. a succesful run
% Importing nodal displacements from a log file [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements time_mat=[0; time_mat(:)]; %Time N_disp_mat=N_disp_mat(:,2:end,:); sizImport=size(N_disp_mat); sizImport(3)=sizImport(3)+1; N_disp_mat_n=zeros(sizImport); N_disp_mat_n(:,:,2:end)=N_disp_mat; N_disp_mat=N_disp_mat_n; DN=N_disp_mat(:,:,end); DN_magnitude=sqrt(sum(DN.^2,2)); V_def=V+DN; V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]); X_DEF=V_DEF(:,1,:); Y_DEF=V_DEF(:,2,:); Z_DEF=V_DEF(:,3,:); % [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude);
Importing element strain energies from a log file
[~,E_energy,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_strainEnergy)); %Element stresses %Remove nodal index column E_energy=E_energy(:,2:end,:); %Add initial state i.e. zero displacement sizImport=size(E_energy); sizImport(3)=sizImport(3)+1; E_energy_mat_n=zeros(sizImport); E_energy_mat_n(:,:,2:end)=E_energy; E_energy=E_energy_mat_n;
indBlob=unique(Fb_blob(:));
t=linspace(0,2*pi,250)';
V_def_blob=V(indBlob,:)+N_disp_mat(indBlob,:,end);
[~,indMin]=min(V_def_blob(:,1));
[~,indMax]=max(V_def_blob(:,1));
xEnd=V_def_blob(indMin,1);
xStart=V_def_blob(indMax,1);
rEnd=sphereRadius+(xEnd.*((sphereRadius-tubeRadius(2))/tubeLength));
rStart=sphereRadius+(xStart.*((sphereRadius-tubeRadius(2))/tubeLength));
xMid=mean([xStart xEnd]);%sum([rStart rEnd].*[xStart xEnd])./sum([rStart rEnd]);
rMid=sphereRadius+(xMid.*((sphereRadius-tubeRadius(2))/tubeLength));
V_plot_xEnd=[xEnd*ones(size(t)) rEnd*cos(t) rEnd*sin(t)];
V_plot_xMid=[xMid*ones(size(t)) rMid*cos(t) rMid*sin(t)];
V_plot_xStart=[xStart*ones(size(t)) rStart*cos(t) rStart*sin(t)];
Plotting the simulated results using anim8 to visualize and animate deformations
% Create basic view and store graphics handle to initiate animation hf=cFigure; hold on; ht=gtitle(['Radial stretch: ',num2str(rMid/sphereRadius)]); hp1=gpatch(Fb_blob,V_def,DN_magnitude,'none',1); %Add graphics object to animate hp2=plotV(V_plot_xEnd ,'r-','LineWidth',3); hp3=plotV(V_plot_xMid ,'r-','LineWidth',3); hp4=plotV(V_plot_xStart,'r-','LineWidth',3); gpatch(F_tube,V_def,'kw','none',0.25); %Add graphics object to animate axisGeom(gca,fontSize); colormap(cMap); colorbar; caxis([0 max(DN_magnitude(:))]); caxis manual; axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]); camlight headlight; lighting gouraud; view(0,0); % view(-30,30); zoom(1.5); axis off; drawnow; % Set up animation features animStruct.Time=time_mat; %The time vector for qt=1:1:size(N_disp_mat,3) %Loop over time increments DN=N_disp_mat(:,:,qt); %Current displacement DN_magnitude=sqrt(sum(DN.^2,2)); V_def=V+DN; %Current nodal coordinates V_def_blob=V_def(indBlob,:); [~,indMin]=min(V_def_blob(:,1)); [~,indMax]=max(V_def_blob(:,1)); xEnd=V_def_blob(indMin,1); xStart=V_def_blob(indMax,1); rEnd=sphereRadius+(xEnd.*((sphereRadius-tubeRadius(2))/tubeLength)); rStart=sphereRadius+(xStart.*((sphereRadius-tubeRadius(2))/tubeLength)); xMid=mean([xStart xEnd]);%sum([rStart rEnd].*[xStart xEnd])./sum([rStart rEnd]); rMid=sphereRadius+(xMid.*((sphereRadius-tubeRadius(2))/tubeLength)); V_plot_xEnd=[xEnd*ones(size(t)) rEnd*cos(t) rEnd*sin(t)]; V_plot_xMid=[xMid*ones(size(t)) rMid*cos(t) rMid*sin(t)]; V_plot_xStart=[xStart*ones(size(t)) rStart*cos(t) rStart*sin(t)]; %Set entries in animation structure animStruct.Handles{qt}=[hp1 hp1 hp2 hp2 hp2 hp3 hp3 hp3 hp4 hp4 hp4 ht]; %Handles of objects to animate animStruct.Props{qt}={'Vertices','CData','XData','YData','ZData','XData','YData','ZData','XData','YData','ZData','String'}; %Properties of objects to animate animStruct.Set{qt}={V_def,DN_magnitude,... V_plot_xEnd(:,1),V_plot_xEnd(:,2),V_plot_xEnd(:,3),... V_plot_xMid(:,1),V_plot_xMid(:,2),V_plot_xMid(:,3),... V_plot_xStart(:,1),V_plot_xStart(:,2),V_plot_xStart(:,3),... ['Radial stretch: ',num2str(rMid/sphereRadius)]}; %Property values for to set in order to animate end anim8(hf,animStruct); %Initiate animation feature drawnow;
end
GIBBON www.gibboncode.org
Kevin Mattheus Moerman, [email protected]
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/.