---------------------------------------------------------------------------- c a u c h y - b o r n c o n s t i t u t i v e m o d e l This program computes the finite deformation constitutive response of an arbitrary multilattice single crystal. The code is based on the local quasicontinuum (QC) method (http://qcmethod.org). The program uses interatomic potentials compatible with the Knowledgebase of Interatomic Models (KIM) project (https://openkim.org). Copyright (C) 2015 E. B. Tadmor ---------------------------------------------------------------------------- Test calculation: Lattice invariance shear of cubic crystal **setting factor** * Default globaltol set to 0.10000E-15 CG global tolerance = 0.10000E-15 **reading material data** Material name 'Cu(fcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 0.00000 2.00000 2.00000 a2 = 2.00000 0.00000 2.00000 a3 = 2.00000 2.00000 0.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: EAM_Dynamo_Mishin_Mehl_Cu__MO_346334655118_004 Maximum cut-off distance: 5.5067860000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 Relaxed lattice vectors 0.00000000000000000000 1.80750003153870753003 1.80750003153870753003 1.80750003153870753003 0.00000000000000000000 1.80750003153870753003 1.80750003153870753003 1.80750003153870753003 0.00000000000000000000 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997355959 Kirchhoff stress 0.34844E-08 0.00000E+00 0.00000E+00 0.00000E+00 0.34844E-08 -0.73440E-19 0.00000E+00 -0.73440E-19 0.34844E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06031456 0.76523538 0.76523538 -0.00000000 0.00000000 0.00000000 0.76523538 1.06031456 0.76523538 -0.00000000 0.00000000 0.00000000 0.76523538 0.76523538 1.06031456 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.47554035 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.47554035 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.47554035 *** step number: 1 *** Deformation gradient in current step 0.99500000 -0.00500000 -0.00500000 0.00500000 1.00500000 0.00500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997163251 Kirchhoff stress -0.14521E-02 -0.18593E-04 -0.24322E-02 -0.18593E-04 0.15015E-02 0.23246E-02 -0.24322E-02 0.23246E-02 -0.11033E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05335691 0.76501672 0.77663623 -0.00335210 0.00850361 0.00289835 0.76501672 1.06810780 0.75497485 0.00319076 -0.00261484 -0.00759114 0.77663623 0.75497485 1.06206067 0.00028997 0.01221110 -0.01045120 -0.00335210 0.00319076 0.00028997 0.47535989 0.00328100 -0.00300258 0.00850361 -0.00261484 0.01221110 0.00328100 0.48693548 0.00028648 0.00289835 -0.00759114 -0.01045120 -0.00300258 0.00028648 0.46532764 *** step number: 2 *** Deformation gradient in current step 0.99000000 -0.01000000 -0.01000000 0.01000000 1.01000000 0.01000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2996584521 Kirchhoff stress -0.28655E-02 -0.74794E-04 -0.49783E-02 -0.74794E-04 0.30580E-02 0.45424E-02 -0.49783E-02 0.45424E-02 -0.44690E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04765319 0.76436449 0.78962231 -0.00680390 0.01833161 0.00612159 0.76436449 1.07605025 0.74520472 0.00618338 -0.00495973 -0.01491118 0.78962231 0.74520472 1.06714204 0.00118365 0.02665006 -0.01976834 -0.00680390 0.00618338 0.00118365 0.47482034 0.00687553 -0.00573526 0.01833161 -0.00495973 0.02665006 0.00687553 0.49996005 0.00116992 0.00612159 -0.01491118 -0.01976834 -0.00573526 0.00116992 0.45564057 *** step number: 3 *** Deformation gradient in current step 0.98500000 -0.01500000 -0.01500000 0.01500000 1.01500000 0.01500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2995618230 Kirchhoff stress -0.42530E-02 -0.16973E-03 -0.76472E-02 -0.16973E-03 0.46672E-02 0.66463E-02 -0.76472E-02 0.66463E-02 -0.10255E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04330668 0.76328904 0.80435911 -0.01028623 0.02960004 0.00971845 0.76328904 1.08328399 0.73515846 0.00897136 -0.00701492 -0.02275804 0.80435911 0.73515846 1.07508555 0.00274775 0.04354260 -0.02865548 -0.01028623 0.00897136 0.00274775 0.47392659 0.01082537 -0.00817476 0.02960004 -0.00701492 0.04354260 0.01082537 0.51477713 0.00271766 0.00971845 -0.02275804 -0.02865548 -0.00817476 0.00271766 0.44570189 *** step number: 4 *** Deformation gradient in current step 0.98000000 -0.02000000 -0.02000000 0.02000000 1.02000000 0.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2994262646 Kirchhoff stress -0.56269E-02 -0.30485E-03 -0.10447E-01 -0.30485E-03 0.63185E-02 0.86208E-02 -0.10447E-01 0.86208E-02 -0.18695E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04024100 0.76181486 0.82077806 -0.01372436 0.04219634 0.01373590 0.76181486 1.08902873 0.72419037 0.01158996 -0.00872996 -0.03183708 0.82077806 0.72419037 1.08535700 0.00507392 0.06290812 -0.03767112 -0.01372436 0.01158996 0.00507392 0.47269535 0.01517074 -0.01026838 0.04219634 -0.00872996 0.06290812 0.01517074 0.53131247 0.00502231 0.01373590 -0.03183708 -0.03767112 -0.01026838 0.00502231 0.43485339 *** step number: 5 *** Deformation gradient in current step 0.97500000 -0.02500000 -0.02500000 0.02500000 1.02500000 0.02500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2992516812 Kirchhoff stress -0.69970E-02 -0.48150E-03 -0.13383E-01 -0.48150E-03 0.79939E-02 0.10444E-01 -0.13383E-01 0.10444E-01 -0.30064E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03817458 0.75995986 0.83863704 -0.01706032 0.05584442 0.01820583 0.75995986 1.09267684 0.71187873 0.01408886 -0.01003351 -0.04264908 0.83863704 0.71187873 1.09748008 0.00826053 0.08459549 -0.04714334 -0.01706032 0.01408886 0.00826053 0.47113606 0.01993789 -0.01194361 0.05584442 -0.01003351 0.08459549 0.01993789 0.54931672 0.00818340 0.01820583 -0.04264908 -0.04714334 -0.01194361 0.00818340 0.42266133 *** step number: 6 *** Deformation gradient in current step 0.97000000 -0.03000000 -0.03000000 0.03000000 1.03000000 0.03000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2990381458 Kirchhoff stress -0.83698E-02 -0.70056E-03 -0.16457E-01 -0.70056E-03 0.96704E-02 0.12089E-01 -0.16457E-01 0.12089E-01 -0.44631E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03682390 0.75773682 0.85761707 -0.02025384 0.07020898 0.02314299 0.75773682 1.09391998 0.69813863 0.01651602 -0.01085633 -0.05535959 0.85761707 0.69813863 1.11120364 0.01238861 0.10836151 -0.05708037 -0.02025384 0.01651602 0.01238861 0.46925365 0.02513772 -0.01313069 0.07020898 -0.01085633 0.10836151 0.02513772 0.56846380 0.01228315 0.02314299 -0.05535959 -0.05708037 -0.01313069 0.01228315 0.40903123 *** step number: 7 *** Deformation gradient in current step 0.96500000 -0.03500000 -0.03500000 0.03500000 1.03500000 0.03500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2987859612 Kirchhoff stress -0.97507E-02 -0.96246E-03 -0.19667E-01 -0.96246E-03 0.11324E-01 0.13529E-01 -0.19667E-01 0.13529E-01 -0.62624E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03722224 0.75518867 0.87753918 -0.02319506 0.08541619 0.02856582 0.75518867 1.09290538 0.68322987 0.01893053 -0.01114366 -0.06976895 0.87753918 0.68322987 1.12655688 0.01751240 0.13396586 -0.06717583 -0.02319506 0.01893053 0.01751240 0.46708455 0.03078686 -0.01377481 0.08541619 -0.01114366 0.13396586 0.03078686 0.58856863 0.01737692 0.02856582 -0.06976895 -0.06717583 -0.01377481 0.01737692 0.39421688 *** step number: 8 *** Deformation gradient in current step 0.96000000 -0.04000000 -0.04000000 0.04000000 1.04000000 0.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2984956212 Kirchhoff stress -0.11160E-01 -0.12682E-02 -0.23011E-01 -0.12682E-02 0.12932E-01 0.14742E-01 -0.23011E-01 0.14742E-01 -0.84227E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04181131 0.75231039 0.89843278 -0.02569353 0.10211859 0.03453165 0.75231039 1.08993615 0.66761085 0.02131755 -0.01086578 -0.08544916 0.89843278 0.66761085 1.14375207 0.02367376 0.16123167 -0.07694602 -0.02569353 0.02131755 0.02367376 0.46461695 0.03694268 -0.01384705 0.10211859 -0.01086578 0.16123167 0.03694268 0.60965368 0.02350734 0.03453165 -0.08544916 -0.07694602 -0.01384705 0.02350734 0.37867402 *** step number: 9 *** Deformation gradient in current step 0.95500000 -0.04500000 -0.04500000 0.04500000 1.04500000 0.04500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2981677135 Kirchhoff stress -0.12618E-01 -0.16192E-02 -0.26490E-01 -0.16192E-02 0.14477E-01 0.15709E-01 -0.26490E-01 0.15709E-01 -0.10954E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04953917 0.74917318 0.91992400 -0.02768295 0.11977801 0.04102361 0.74917318 1.08558909 0.65187687 0.02370519 -0.01001657 -0.10181578 0.91992400 0.65187687 1.16306498 0.03084966 0.18981414 -0.08582453 -0.02768295 0.02370519 0.03084966 0.46191517 0.04358970 -0.01334287 0.11977801 -0.01001657 0.18981414 0.04358970 0.63133772 0.03065173 0.04102361 -0.10181578 -0.08582453 -0.01334287 0.03065173 0.36299811 *** step number: 10 *** Deformation gradient in current step 0.95000000 -0.05000000 -0.05000000 0.05000000 1.05000000 0.05000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2978029149 Kirchhoff stress -0.14140E-01 -0.20168E-02 -0.30096E-01 -0.20168E-02 0.15946E-01 0.16417E-01 -0.30096E-01 0.16417E-01 -0.13859E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05985177 0.74582203 0.94165611 -0.02941819 0.13781864 0.04801945 0.74582203 1.08033695 0.63652313 0.02601873 -0.00861439 -0.11832009 0.94165611 0.63652313 1.18464053 0.03900456 0.21944824 -0.09331543 -0.02941819 0.02601873 0.03900456 0.45905440 0.05070743 -0.01228204 0.13781864 -0.00861439 0.21944824 0.05070743 0.65329388 0.03877451 0.04801945 -0.11832009 -0.09331543 -0.01228204 0.03877451 0.34772370 *** step number: 11 *** Deformation gradient in current step 0.94500000 -0.05500000 -0.05500000 0.05500000 1.05500000 0.05500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2974019891 Kirchhoff stress -0.15735E-01 -0.24606E-02 -0.33820E-01 -0.24606E-02 0.17330E-01 0.16859E-01 -0.33820E-01 0.16859E-01 -0.17130E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07340881 0.74269970 0.96339138 -0.03107005 0.15554728 0.05546789 0.74269970 1.07488072 0.62220955 0.02823677 -0.00669064 -0.13440755 0.96339138 0.62220955 1.20887033 0.04807068 0.24980605 -0.09895337 -0.03107005 0.02823677 0.04807068 0.45633193 0.05824817 -0.01069988 0.15554728 -0.00669064 0.24980605 0.05824817 0.67513759 0.04780745 0.05546789 -0.13440755 -0.09895337 -0.01069988 0.04780745 0.33337488 *** step number: 12 *** Deformation gradient in current step 0.94000000 -0.06000000 -0.06000000 0.06000000 1.06000000 0.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2969657791 Kirchhoff stress -0.17407E-01 -0.29507E-02 -0.37645E-01 -0.29507E-02 0.18624E-01 0.17033E-01 -0.37645E-01 0.17033E-01 -0.20753E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08845938 0.73981400 0.98467981 -0.03246657 0.17219371 0.06328699 0.73981400 1.06950986 0.60919362 0.03037596 -0.00428441 -0.14969526 0.98467981 0.60919362 1.23569607 0.05796534 0.28063523 -0.10246041 -0.03246657 0.03037596 0.05796534 0.45384444 0.06613123 -0.00863658 0.17219371 -0.00428441 0.28063523 0.06613123 0.69650786 0.05766717 0.06328699 -0.14969526 -0.10246041 -0.00863658 0.05766717 0.32031039 *** step number: 13 *** Deformation gradient in current step 0.93500000 -0.06500000 -0.06500000 0.06500000 1.06500000 0.06500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2964952472 Kirchhoff stress -0.19144E-01 -0.34866E-02 -0.41551E-01 -0.34866E-02 0.19827E-01 0.16943E-01 -0.41551E-01 0.16943E-01 -0.24708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10239730 0.73710712 1.00515721 -0.03379162 0.18683426 0.07137258 0.73710712 1.06455104 0.59778100 0.03238534 -0.00145048 -0.16382870 1.00515721 0.59778100 1.26517672 0.06860144 0.31165735 -0.10358393 -0.03379162 0.03238534 0.06860144 0.45152560 0.07425411 -0.00614879 0.18683426 -0.00145048 0.31165735 0.07425411 0.71703194 0.06826557 0.07137258 -0.16382870 -0.10358393 -0.00614879 0.06826557 0.30883868 *** step number: 14 *** Deformation gradient in current step 0.93000000 -0.07000000 -0.07000000 0.07000000 1.07000000 0.07000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2959915390 Kirchhoff stress -0.20920E-01 -0.40669E-02 -0.45513E-01 -0.40669E-02 0.20942E-01 0.16597E-01 -0.45513E-01 0.16597E-01 -0.28969E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11335448 0.73449477 1.02453053 -0.03527418 0.19830447 0.07956542 0.73449477 1.06029384 0.58824886 0.03417283 0.00174443 -0.17648758 1.02453053 0.58824886 1.29731715 0.07986162 0.34254263 -0.10214156 -0.03527418 0.03417283 0.07986162 0.44928394 0.08245889 -0.00330422 0.19830447 0.00174443 0.34254263 0.08245889 0.73641004 0.07948424 0.07956542 -0.17648758 -0.10214156 -0.00330422 0.07948424 0.29923941 *** step number: 15 *** Deformation gradient in current step 0.92500000 -0.07500000 -0.07500000 0.07500000 1.07500000 0.07500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954560470 Kirchhoff stress -0.22695E-01 -0.46881E-02 -0.49496E-01 -0.46881E-02 0.21973E-01 0.16004E-01 -0.49496E-01 0.16004E-01 -0.33509E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11920001 0.73185572 1.04250907 -0.03712346 0.20598525 0.08772034 0.73185572 1.05608636 0.58015097 0.03575725 0.00532816 -0.18816646 1.04250907 0.58015097 1.33157026 0.09172026 0.37314281 -0.09857916 -0.03712346 0.03575725 0.09172026 0.44699368 0.09060119 -0.00007445 0.20598525 0.00532816 0.37314281 0.09060119 0.75434806 0.09129683 0.08772034 -0.18816646 -0.09857916 -0.00007445 0.09129683 0.29106832 *** step number: 16 *** Deformation gradient in current step 0.92000000 -0.08000000 -0.08000000 0.08000000 1.08000000 0.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2948905222 Kirchhoff stress -0.24422E-01 -0.53442E-02 -0.53468E-01 -0.53442E-02 0.22913E-01 0.15166E-01 -0.53468E-01 0.15166E-01 -0.38303E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11867968 0.72899171 1.05887257 -0.03942433 0.20974908 0.09571396 0.72899171 1.05096550 0.57281610 0.03723524 0.00935713 -0.19955069 1.05887257 0.57281610 1.36731210 0.10419311 0.40341326 -0.09344003 -0.03942433 0.03723524 0.10419311 0.44452814 0.09855687 0.00360096 0.20974908 0.00935713 0.40341326 0.09855687 0.77070034 0.10371908 0.09571396 -0.19955069 -0.09344003 0.00360096 0.10371908 0.28372876 *** step number: 17 *** Deformation gradient in current step 0.91500000 -0.08500000 -0.08500000 0.08500000 1.08500000 0.08500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2942971650 Kirchhoff stress -0.26052E-01 -0.60284E-02 -0.57393E-01 -0.60284E-02 0.23755E-01 0.14086E-01 -0.57393E-01 0.14086E-01 -0.43331E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11203141 0.72587367 1.07374105 -0.04207952 0.20999682 0.10349019 0.72587367 1.04486480 0.56632298 0.03857074 0.01383086 -0.21069668 1.07374105 0.56632298 1.40445477 0.11724100 0.43326274 -0.08679896 -0.04207952 0.03857074 0.11724100 0.44174905 0.10627110 0.00772388 0.20999682 0.01383086 0.43326274 0.10627110 0.78547925 0.11671231 0.10349019 -0.21069668 -0.08679896 0.00772388 0.11671231 0.27718632 *** step number: 18 *** Deformation gradient in current step 0.91000000 -0.09000000 -0.09000000 0.09000000 1.09000000 0.09000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2936785914 Kirchhoff stress -0.27548E-01 -0.67344E-02 -0.61242E-01 -0.67344E-02 0.24491E-01 0.12763E-01 -0.61242E-01 0.12763E-01 -0.48571E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10054092 0.72230352 1.08734721 -0.04477710 0.20770050 0.11108428 0.72230352 1.03753031 0.56064274 0.03966878 0.01873779 -0.22159783 1.08734721 0.56064274 1.44293830 0.13085863 0.46274913 -0.07864875 -0.04477710 0.03966878 0.13085863 0.43850659 0.11377929 0.01228949 0.20770050 0.01873779 0.46274913 0.11377929 0.79896944 0.13027252 0.11108428 -0.22159783 -0.07864875 0.01228949 0.13027252 0.27145598 *** step number: 19 *** Deformation gradient in current step 0.90500000 -0.09500000 -0.09500000 0.09500000 1.09500000 0.09500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2930377397 Kirchhoff stress -0.28885E-01 -0.74587E-02 -0.64993E-01 -0.74587E-02 0.25112E-01 0.11201E-01 -0.64993E-01 0.11201E-01 -0.54006E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08608032 0.71820888 1.10002580 -0.04698461 0.20406165 0.11860371 0.71820888 1.02891930 0.55582440 0.04049014 0.02407108 -0.23219832 1.10002580 0.55582440 1.48268134 0.14504873 0.49192055 -0.06897409 -0.04698461 0.04049014 0.14504873 0.43473722 0.12118997 0.01729746 0.20406165 0.02407108 0.49192055 0.12118997 0.81151763 0.14440410 0.11860371 -0.23219832 -0.06897409 0.01729746 0.14440410 0.26658942 *** step number: 20 *** Deformation gradient in current step 0.90000000 -0.10000000 -0.10000000 0.10000000 1.10000000 0.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2923777539 Kirchhoff stress -0.30054E-01 -0.82011E-02 -0.68632E-01 -0.82011E-02 0.25610E-01 0.93996E-02 -0.68632E-01 0.93996E-02 -0.59617E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07032132 0.71353933 1.11212538 -0.04815328 0.20023995 0.12618311 0.71353933 1.01893495 0.55188058 0.04094769 0.02983577 -0.24247715 1.11212538 0.55188058 1.52360305 0.15983284 0.52085036 -0.05779393 -0.04815328 0.04094769 0.15983284 0.43039898 0.12863933 0.02275881 0.20023995 0.02983577 0.52085036 0.12863933 0.82348341 0.15913005 0.12618311 -0.24247715 -0.05779393 0.02275881 0.15913005 0.26260235 *** step number: 21 *** Deformation gradient in current step 0.89500000 -0.10500000 -0.10500000 0.10500000 1.10500000 0.10500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2917018786 Kirchhoff stress -0.31058E-01 -0.89652E-02 -0.72151E-01 -0.89652E-02 0.25977E-01 0.73612E-02 -0.72151E-01 0.73612E-02 -0.65389E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05411728 0.70827962 1.12386783 -0.04785771 0.19705141 0.13396286 0.70827962 1.00759951 0.54891042 0.04091534 0.03601601 -0.25228147 1.12386783 0.54891042 1.56564334 0.17521159 0.54955080 -0.04505616 -0.04785771 0.04091534 0.17521159 0.42547979 0.13626964 0.02866227 0.19705141 0.03601601 0.54955080 0.13626964 0.83509342 0.17445190 0.13396286 -0.25228147 -0.04505616 0.02866227 0.17445190 0.25959371 *** step number: 22 *** Deformation gradient in current step 0.89000000 -0.11000000 -0.11000000 0.11000000 1.11000000 0.11000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2910133885 Kirchhoff stress -0.31902E-01 -0.97574E-02 -0.75546E-01 -0.97574E-02 0.26205E-01 0.50877E-02 -0.75546E-01 0.50877E-02 -0.71307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03753561 0.70248838 1.13531513 -0.04591528 0.19487381 0.14202495 0.70248838 0.99513367 0.54696681 0.04027636 0.04259761 -0.26148063 1.13531513 0.54696681 1.60868943 0.19116245 0.57798471 -0.03078054 -0.04591528 0.04027636 0.19116245 0.42004722 0.14416514 0.03499677 0.19487381 0.04259761 0.57798471 0.14416514 0.84641903 0.19034704 0.14202495 -0.26148063 -0.03078054 0.03499677 0.19034704 0.25762435 *** step number: 23 *** Deformation gradient in current step 0.88500000 -0.11500000 -0.11500000 0.11500000 1.11500000 0.11500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2903155553 Kirchhoff stress -0.32594E-01 -0.10585E-01 -0.78816E-01 -0.10585E-01 0.26292E-01 0.25827E-02 -0.78816E-01 0.25827E-02 -0.77355E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02009925 0.69624962 1.14637575 -0.04246041 0.19369386 0.15042336 0.69624962 0.98181444 0.54615715 0.03883622 0.04955740 -0.26982573 1.14637575 0.54615715 1.65258584 0.20763820 0.60604102 -0.01495904 -0.04246041 0.03883622 0.20763820 0.41418854 0.15238239 0.04174047 0.19369386 0.04955740 0.60604102 0.15238239 0.85737100 0.20676713 0.15042336 -0.26982573 -0.01495904 0.04174047 0.20676713 0.25680558 *** step number: 24 *** Deformation gradient in current step 0.88000000 -0.12000000 -0.12000000 0.12000000 1.12000000 0.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2896116396 Kirchhoff stress -0.33133E-01 -0.11456E-01 -0.81956E-01 -0.11456E-01 0.26233E-01 -0.14776E-03 -0.81956E-01 -0.14776E-03 -0.83513E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00129627 0.68974566 1.15685955 -0.03788514 0.19322046 0.15915715 0.68974566 0.96837230 0.54664589 0.03645782 0.05683075 -0.27694371 1.15685955 0.54664589 1.69720027 0.22455133 0.63357072 0.00244396 -0.03788514 0.03645782 0.22455133 0.40809013 0.16092328 0.04882891 0.19322046 0.05683075 0.63357072 0.16092328 0.86776111 0.22362256 0.15915715 -0.27694371 0.00244396 0.04882891 0.22362256 0.25730724 *** step number: 25 *** Deformation gradient in current step 0.87500000 -0.12500000 -0.12500000 0.12500000 1.12500000 0.12500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2889048851 Kirchhoff stress -0.33517E-01 -0.12376E-01 -0.84963E-01 -0.12376E-01 0.26035E-01 -0.30940E-02 -0.84963E-01 -0.30940E-02 -0.89761E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98077639 0.68320247 1.16653552 -0.03281953 0.19307902 0.16820616 0.68320247 0.95573962 0.54858914 0.03299724 0.06437425 -0.28241000 1.16653552 0.54858914 1.74236359 0.24180637 0.66039972 0.02142107 -0.03281953 0.03299724 0.24180637 0.40198297 0.16977075 0.05621805 0.19307902 0.06437425 0.66039972 0.16977075 0.87736031 0.24081513 0.16820616 -0.28241000 0.02142107 0.05621805 0.24081513 0.25929171 *** step number: 26 *** Deformation gradient in current step 0.87000000 -0.13000000 -0.13000000 0.13000000 1.13000000 0.13000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2881984961 Kirchhoff stress -0.33739E-01 -0.13348E-01 -0.87828E-01 -0.13348E-01 0.25707E-01 -0.62421E-02 -0.87828E-01 -0.62421E-02 -0.96074E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95910769 0.67687993 1.17518819 -0.02792765 0.19289552 0.17754109 0.67687993 0.94512016 0.55219209 0.02832434 0.07212970 -0.28568628 1.17518819 0.55219209 1.78792755 0.25930155 0.68635866 0.04199474 -0.02792765 0.02832434 0.25930155 0.39612853 0.17889874 0.06384865 0.19289552 0.07212970 0.68635866 0.17889874 0.88595107 0.25824014 0.17754109 -0.28568628 0.04199474 0.06384865 0.25824014 0.26296639 *** step number: 27 *** Deformation gradient in current step 0.86500000 -0.13500000 -0.13500000 0.13500000 1.13500000 0.13500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2874955910 Kirchhoff stress -0.33792E-01 -0.14374E-01 -0.90543E-01 -0.14374E-01 0.25270E-01 -0.95731E-02 -0.90543E-01 -0.95731E-02 -0.10242E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93662924 0.67102047 1.18261363 -0.02394892 0.19238037 0.18712491 0.67102047 0.93800541 0.55770171 0.02236569 0.08004399 -0.28613645 1.18261363 0.55770171 1.83374240 0.27691352 0.71126917 0.06420716 -0.02394892 0.02236569 0.27691352 0.39077700 0.18827327 0.07166664 0.19238037 0.08004399 0.71126917 0.18827327 0.89333393 0.27577158 0.18712491 -0.28613645 0.06420716 0.07166664 0.27577158 0.26858627 *** step number: 28 *** Deformation gradient in current step 0.86000000 -0.14000000 -0.14000000 0.14000000 1.14000000 0.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2867991325 Kirchhoff stress -0.33672E-01 -0.15450E-01 -0.93098E-01 -0.15450E-01 0.24753E-01 -0.13063E-01 -0.93098E-01 -0.13063E-01 -0.10878E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91435842 0.66583417 1.18863512 -0.02140249 0.19131272 0.19690386 0.66583417 0.93578938 0.56528669 0.01516813 0.08807652 -0.28323762 1.18863512 0.56528669 1.87963353 0.29453479 0.73495840 0.08805776 -0.02140249 0.01516813 0.29453479 0.38614748 0.19784303 0.07963064 0.19131272 0.08807652 0.73495840 0.19784303 0.89933924 0.29329990 0.19690386 -0.28323762 0.08805776 0.07963064 0.29329990 0.27632926 *** step number: 29 *** Deformation gradient in current step 0.85500000 -0.14500000 -0.14500000 0.14500000 1.14500000 0.14500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2861118507 Kirchhoff stress -0.33377E-01 -0.16573E-01 -0.95483E-01 -0.16573E-01 0.24195E-01 -0.16684E-01 -0.95483E-01 -0.16684E-01 -0.11512E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89306776 0.66144505 1.19314997 -0.02064507 0.18960321 0.20680452 0.66144505 0.93944459 0.57502986 0.00685079 0.09623079 -0.27668022 1.19314997 0.57502986 1.92544062 0.31207838 0.75729634 0.11349774 -0.02064507 0.00685079 0.31207838 0.38236641 0.20753606 0.08774333 0.18960321 0.09623079 0.75729634 0.20753606 0.90386698 0.31073690 0.20680452 -0.27668022 0.11349774 0.08774333 0.31073690 0.28628075 *** step number: 30 *** Deformation gradient in current step 0.85000000 -0.15000000 -0.15000000 0.15000000 1.15000000 0.15000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2854361797 Kirchhoff stress -0.32908E-01 -0.17734E-01 -0.97687E-01 -0.17734E-01 0.23637E-01 -0.20405E-01 -0.97687E-01 -0.20405E-01 -0.12139E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87294067 0.65781648 1.19604053 -0.02185700 0.18718565 0.21671821 0.65781648 0.94907034 0.58687445 -0.00241629 0.10449130 -0.26650998 1.19604053 0.58687445 1.97097964 0.32943594 0.77812841 0.14042942 -0.02185700 -0.00241629 0.32943594 0.37939929 0.21724347 0.09598855 0.18718565 0.10449130 0.77812841 0.21724347 0.90680574 0.32797402 0.21671821 -0.26650998 0.14042942 0.09598855 0.32797402 0.29838675 *** step number: 31 *** Deformation gradient in current step 0.84500000 -0.15500000 -0.15500000 0.15500000 1.15500000 0.15500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2847742337 Kirchhoff stress -0.32268E-01 -0.18926E-01 -0.99700E-01 -0.18926E-01 0.23119E-01 -0.24197E-01 -0.99700E-01 -0.24197E-01 -0.12757E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85454294 0.65481126 1.19725831 -0.02489702 0.18406871 0.22651012 0.65481126 0.96347800 0.60059305 -0.01246071 0.11285756 -0.25327525 1.19725831 0.60059305 2.01608641 0.34651423 0.79731299 0.16870865 -0.02489702 -0.01246071 0.34651423 0.37709193 0.22682841 0.10436480 0.18406871 0.11285756 0.79731299 0.22682841 0.90809815 0.34491868 0.22651012 -0.25327525 0.16870865 0.10436480 0.34491868 0.31240330 *** step number: 32 *** Deformation gradient in current step 0.84000000 -0.16000000 -0.16000000 0.16000000 1.16000000 0.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2841278428 Kirchhoff stress -0.31465E-01 -0.20140E-01 -0.10151E+00 -0.20140E-01 0.22669E-01 -0.28035E-01 -0.10151E+00 -0.28035E-01 -0.13363E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83771440 0.65219250 1.19675815 -0.02949488 0.18025892 0.23600479 0.65219250 0.98000587 0.61567424 -0.02300847 0.12134538 -0.23817496 1.19675815 0.61567424 2.06051123 0.36323295 0.81471394 0.19803550 -0.02949488 -0.02300847 0.36323295 0.37519553 0.23611139 0.11288707 0.18025892 0.12134538 0.81471394 0.23611139 0.90770025 0.36149208 0.23600479 -0.23817496 0.19803550 0.11288707 0.36149208 0.32780808 *** step number: 33 *** Deformation gradient in current step 0.83500000 -0.16500000 -0.16500000 0.16500000 1.16500000 0.16500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2834986536 Kirchhoff stress -0.30507E-01 -0.21367E-01 -0.10312E+00 -0.21367E-01 0.22291E-01 -0.31903E-01 -0.10312E+00 -0.31903E-01 -0.13954E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82223353 0.64966864 1.19454634 -0.03528380 0.17577533 0.24504043 0.64966864 0.99509645 0.63160527 -0.03387399 0.12993359 -0.22261245 1.19454634 0.63160527 2.10406476 0.37948317 0.83017603 0.22818634 -0.03528380 -0.03387399 0.37948317 0.37339844 0.24492533 0.12153311 0.17577533 0.12993359 0.83017603 0.24492533 0.90561453 0.37758747 0.24504043 -0.22261245 0.22818634 0.12153311 0.37758747 0.34406911 *** step number: 34 *** Deformation gradient in current step 0.83000000 -0.17000000 -0.17000000 0.17000000 1.17000000 0.17000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2828882802 Kirchhoff stress -0.29402E-01 -0.22597E-01 -0.10450E+00 -0.22597E-01 0.21967E-01 -0.35792E-01 -0.10450E+00 -0.35792E-01 -0.14528E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80797425 0.64699166 1.19065309 -0.04180487 0.17060530 0.25346409 0.64699166 1.00481670 0.64773849 -0.04472839 0.13865189 -0.20821865 1.19065309 0.64773849 2.14655088 0.39518407 0.84356630 0.25882243 -0.04180487 -0.04472839 0.39518407 0.37143292 0.25311174 0.13033172 0.17060530 0.13865189 0.84356630 0.25311174 0.90186929 0.39312680 0.25346409 -0.20821865 0.25882243 0.13033172 0.39312680 0.36052021 *** step number: 35 *** Deformation gradient in current step 0.82500000 -0.17500000 -0.17500000 0.17500000 1.17500000 0.17500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2822984666 Kirchhoff stress -0.28161E-01 -0.23822E-01 -0.10567E+00 -0.23822E-01 0.21654E-01 -0.39703E-01 -0.10567E+00 -0.39703E-01 -0.15081E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79459493 0.64399967 1.18516609 -0.04868856 0.16471201 0.26117542 0.64399967 1.00620844 0.66367216 -0.05524908 0.14751857 -0.19614023 1.18516609 0.66367216 2.18781483 0.41024639 0.85474660 0.28973978 -0.04868856 -0.05524908 0.41024639 0.36911285 0.26056563 0.13930011 0.16471201 0.14751857 0.85474660 0.26056563 0.89654369 0.40802381 0.26117542 -0.19614023 0.28973978 0.13930011 0.40802381 0.37673651 *** step number: 36 *** Deformation gradient in current step 0.82000000 -0.18000000 -0.18000000 0.18000000 1.18000000 0.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2817312164 Kirchhoff stress -0.26794E-01 -0.25030E-01 -0.10660E+00 -0.25030E-01 0.21295E-01 -0.43641E-01 -0.10660E+00 -0.43641E-01 -0.15613E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78225969 0.64065816 1.17819911 -0.05555780 0.15801167 0.26811568 0.64065816 0.99798022 0.67925980 -0.06510551 0.15653045 -0.18686375 1.17819911 0.67925980 2.22771082 0.42456757 0.86356196 0.32083689 -0.05555780 -0.06510551 0.42456757 0.36639060 0.26722565 0.14843434 0.15801167 0.15653045 0.86356196 0.26722565 0.88975035 0.42217918 0.26811568 -0.18686375 0.32083689 0.14843434 0.42217918 0.39256018 *** step number: 37 *** Deformation gradient in current step 0.81500000 -0.18500000 -0.18500000 0.18500000 1.18500000 0.18500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2811888453 Kirchhoff stress -0.25314E-01 -0.26211E-01 -0.10729E+00 -0.26211E-01 0.20826E-01 -0.47614E-01 -0.10729E+00 -0.47614E-01 -0.16123E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77162599 0.63706596 1.17056917 -0.06230866 0.15117209 0.27419316 0.63706596 0.98064127 0.69454389 -0.07387114 0.16573108 -0.18028452 1.17056917 0.69454389 2.26671900 0.43799526 0.87051085 0.35196983 -0.06230866 -0.07387114 0.43799526 0.36335636 0.27299997 0.15777717 0.15117209 0.16573108 0.87051085 0.27299997 0.88230394 0.43544368 0.27419316 -0.18028452 0.35196983 0.15777717 0.43544368 0.40802747 *** step number: 38 *** Deformation gradient in current step 0.81000000 -0.19000000 -0.19000000 0.19000000 1.19000000 0.19000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2806738920 Kirchhoff stress -0.23740E-01 -0.27352E-01 -0.10776E+00 -0.27352E-01 0.20194E-01 -0.51621E-01 -0.10776E+00 -0.51621E-01 -0.16608E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76338294 0.63338558 1.16278748 -0.06884518 0.14448960 0.27934580 0.63338558 0.95614663 0.70980276 -0.08134881 0.17509253 -0.17571676 1.16278748 0.70980276 2.30490820 0.45033283 0.87579014 0.38302344 -0.06884518 -0.08134881 0.45033283 0.36016939 0.27782878 0.16729881 0.14448960 0.17509253 0.87579014 0.27782878 0.87471215 0.44762355 0.27934580 -0.17571676 0.38302344 0.16729881 0.44762355 0.42341646 *** step number: 39 *** Deformation gradient in current step 0.80500000 -0.19500000 -0.19500000 0.19500000 1.19500000 0.19500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2801889838 Kirchhoff stress -0.22094E-01 -0.28438E-01 -0.10801E+00 -0.28438E-01 0.19360E-01 -0.55658E-01 -0.10801E+00 -0.55658E-01 -0.17068E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75749848 0.62993251 1.15495978 -0.07514475 0.13774066 0.28352297 0.62993251 0.92744913 0.72556621 -0.08751056 0.18469418 -0.17230358 1.15495978 0.72556621 2.34237447 0.46135518 0.87939736 0.41383970 -0.07514475 -0.08751056 0.46135518 0.35714822 0.28166563 0.17707626 0.13774066 0.18469418 0.87939736 0.28166563 0.86707866 0.45849616 0.28352297 -0.17230358 0.41383970 0.17707626 0.45849616 0.43926338 *** step number: 40 *** Deformation gradient in current step 0.80000000 -0.20000000 -0.20000000 0.20000000 1.20000000 0.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2797367260 Kirchhoff stress -0.20392E-01 -0.29455E-01 -0.10803E+00 -0.29455E-01 0.18301E-01 -0.59710E-01 -0.10803E+00 -0.59710E-01 -0.17502E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75380185 0.62691751 1.14694064 -0.08110032 0.13053746 0.28681066 0.62691751 0.89756833 0.74215017 -0.09227907 0.19445190 -0.16904956 1.14694064 0.74215017 2.37882142 0.47105445 0.88113705 0.44444422 -0.08110032 -0.09227907 0.47105445 0.35450752 0.28460181 0.18702241 0.13053746 0.19445190 0.88113705 0.28460181 0.85925336 0.46805569 0.28681066 -0.16904956 0.44444422 0.18702241 0.46805569 0.45589145 *** step number: 41 *** Deformation gradient in current step 0.79500000 -0.20500000 -0.20500000 0.20500000 1.20500000 0.20500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2793196025 Kirchhoff stress -0.18646E-01 -0.30392E-01 -0.10785E+00 -0.30392E-01 0.17015E-01 -0.63758E-01 -0.10785E+00 -0.63758E-01 -0.17909E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75189108 0.62435639 1.13843792 -0.08670867 0.12244464 0.28931097 0.62435639 0.86853410 0.75983858 -0.09603106 0.20423190 -0.16496511 1.13843792 0.75983858 2.41386080 0.47945907 0.88072946 0.47491660 -0.08670867 -0.09603106 0.47945907 0.35226629 0.28674491 0.19700004 0.12244464 0.20423190 0.88072946 0.28674491 0.85093691 0.47633202 0.28931097 -0.16496511 0.47491660 0.19700004 0.47633202 0.47359078 *** step number: 42 *** Deformation gradient in current step 0.79000000 -0.21000000 -0.21000000 0.21000000 1.21000000 0.21000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789399087 Kirchhoff stress -0.16863E-01 -0.31241E-01 -0.10746E+00 -0.31241E-01 0.15514E-01 -0.67778E-01 -0.10746E+00 -0.67778E-01 -0.18286E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75147679 0.62225649 1.12902248 -0.09189470 0.11297713 0.29107391 0.62225649 0.84183219 0.77879743 -0.09914008 0.21391276 -0.15931104 1.12902248 0.77879743 2.44694261 0.48665108 0.87785342 0.50526491 -0.09189470 -0.09914008 0.48665108 0.35043649 0.28815037 0.20688427 0.11297713 0.21391276 0.87785342 0.28815037 0.84169447 0.48340817 0.29107391 -0.15931104 0.50526491 0.20688427 0.48340817 0.49253487 *** step number: 43 *** Deformation gradient in current step 0.78500000 -0.21500000 -0.21500000 0.21500000 1.21500000 0.21500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2785997126 Kirchhoff stress -0.15046E-01 -0.31996E-01 -0.10684E+00 -0.31996E-01 0.13819E-01 -0.71742E-01 -0.10684E+00 -0.71742E-01 -0.18631E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75180629 0.62062901 1.11812366 -0.09666579 0.10166166 0.29213124 0.62062901 0.81905617 0.79915172 -0.10181331 0.22339844 -0.15143587 1.11812366 0.79915172 2.47734956 0.49271535 0.87214050 0.53548206 -0.09666579 -0.10181331 0.49271535 0.34903331 0.28885484 0.21657577 0.10166166 0.22339844 0.87214050 0.28885484 0.83094964 0.48936963 0.29213124 -0.15143587 0.53548206 0.21657577 0.48936963 0.51285513 *** step number: 44 *** Deformation gradient in current step 0.78000000 -0.22000000 -0.22000000 0.22000000 1.22000000 0.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2783008259 Kirchhoff stress -0.13191E-01 -0.32654E-01 -0.10600E+00 -0.32654E-01 0.11965E-01 -0.75617E-01 -0.10600E+00 -0.75617E-01 -0.18940E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75242275 0.61951051 1.10514906 -0.10092541 0.08806695 0.29247488 0.61951051 0.80162779 0.82099519 -0.10414564 0.23260232 -0.14083501 1.10514906 0.82099519 2.50445273 0.49776355 0.86322413 0.56557890 -0.10092541 -0.10414564 0.49776355 0.34809705 0.28885454 0.22598530 0.08806695 0.23260232 0.86322413 0.28885454 0.81810531 0.49432848 0.29247488 -0.14083501 0.56557890 0.22598530 0.49432848 0.53465088 *** step number: 45 *** Deformation gradient in current step 0.77500000 -0.22500000 -0.22500000 0.22500000 1.22500000 0.22500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2780448010 Kirchhoff stress -0.11291E-01 -0.33212E-01 -0.10492E+00 -0.33212E-01 0.99873E-02 -0.79373E-01 -0.10492E+00 -0.79373E-01 -0.19211E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75285383 0.61888564 1.08957399 -0.10462906 0.07190958 0.29205973 0.61888564 0.78731830 0.84401750 -0.10636520 0.24139072 -0.12821742 1.08957399 0.84401750 2.52755502 0.50188372 0.85078273 0.59544749 -0.10462906 -0.10636520 0.50188372 0.34761569 0.28810787 0.23497784 0.07190958 0.24139072 0.85078273 0.28810787 0.80263452 0.49837300 0.29205973 -0.12821742 0.59544749 0.23497784 0.49837300 0.55761653 *** step number: 46 *** Deformation gradient in current step 0.77000000 -0.23000000 -0.23000000 0.23000000 1.23000000 0.23000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2778330289 Kirchhoff stress -0.93370E-02 -0.33671E-01 -0.10358E+00 -0.33671E-01 0.79084E-02 -0.82982E-01 -0.10358E+00 -0.82982E-01 -0.19440E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75268971 0.61870408 1.07108786 -0.10781155 0.05318055 0.29083883 0.61870408 0.77526777 0.86808800 -0.10855804 0.24967778 -0.11379028 1.07108786 0.86808800 2.54620507 0.50514712 0.83469024 0.62504873 -0.10781155 -0.10855804 0.50514712 0.34754173 0.28657038 0.24346770 0.05318055 0.24967778 0.83469024 0.28657038 0.78422723 0.50157449 0.29083883 -0.11379028 0.62504873 0.24346770 0.50157449 0.58162478 *** step number: 47 *** Deformation gradient in current step 0.76500000 -0.23500000 -0.23500000 0.23500000 1.23500000 0.23500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2776667811 Kirchhoff stress -0.73204E-02 -0.34029E-01 -0.10197E+00 -0.34029E-01 0.57526E-02 -0.86419E-01 -0.10197E+00 -0.86419E-01 -0.19623E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75218075 0.61895188 1.04973024 -0.11043687 0.03220881 0.28877283 0.61895188 0.76602943 0.89324532 -0.11071064 0.25737373 -0.09728865 1.04973024 0.89324532 2.56031571 0.50760164 0.81508693 0.65443090 -0.11043687 -0.11071064 0.50760164 0.34786540 0.28420477 0.25136704 0.03220881 0.25737373 0.81508693 0.28420477 0.76292712 0.50398079 0.28877283 -0.09728865 0.65443090 0.25136704 0.50398079 0.60671859 *** step number: 48 *** Deformation gradient in current step 0.76000000 -0.24000000 -0.24000000 0.24000000 1.24000000 0.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775471550 Kirchhoff stress -0.52373E-02 -0.34288E-01 -0.10007E+00 -0.34288E-01 0.35484E-02 -0.89652E-01 -0.10007E+00 -0.89652E-01 -0.19756E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75158310 0.61942828 1.02587229 -0.11249057 0.00966844 0.28578809 0.61942828 0.75948554 0.91940082 -0.11268437 0.26443743 -0.07866729 1.02587229 0.91940082 2.57001111 0.50929319 0.79238712 0.68356328 -0.11249057 -0.11268437 0.50929319 0.34839119 0.28093895 0.25863815 0.00966844 0.26443743 0.79238712 0.28093895 0.73911251 0.50563775 0.28578809 -0.07866729 0.68356328 0.25863815 0.50563775 0.63281421 *** step number: 49 *** Deformation gradient in current step 0.75500000 -0.24500000 -0.24500000 0.24500000 1.24500000 0.24500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2774750066 Kirchhoff stress -0.30923E-02 -0.34445E-01 -0.97880E-01 -0.34445E-01 0.13227E-02 -0.92656E-01 -0.97880E-01 -0.92656E-01 -0.19837E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75144760 0.61975922 1.00014173 -0.11375598 -0.01350263 0.28176850 0.61975922 0.75496071 0.94622462 -0.11386726 0.27095614 -0.05829805 1.00014173 0.94622462 2.57561923 0.51031175 0.76723392 0.71228529 -0.11375598 -0.11386726 0.51031175 0.34874762 0.27665715 0.26537251 -0.01350263 0.27095614 0.76723392 0.27665715 0.71341705 0.50663544 0.28176850 -0.05829805 0.71228529 0.26537251 0.50663544 0.65958304 *** step number: 50 *** Deformation gradient in current step 0.75000000 -0.25000000 -0.25000000 0.25000000 1.25000000 0.25000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2774508924 Kirchhoff stress -0.89895E-03 -0.34498E-01 -0.95405E-01 -0.34498E-01 -0.89895E-03 -0.95405E-01 -0.95405E-01 -0.95405E-01 -0.19865E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75243150 0.61988416 0.97333511 -0.11420442 -0.03640923 0.27678362 0.61988416 0.75243150 0.97333511 -0.11420442 0.27678362 -0.03640923 0.97333511 0.97333511 2.57742873 0.51065338 0.74032631 0.74032631 -0.11420442 -0.11420442 0.51065338 0.34888130 0.27142817 0.27142817 -0.03640923 0.27678362 0.74032631 0.27142817 0.68664883 0.50697011 0.27678362 -0.03640923 0.74032631 0.27142817 0.50697011 0.68664883 *** step number: 51 *** Deformation gradient in current step 0.74500000 -0.25500000 -0.25500000 0.25500000 1.25500000 0.25500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2774750066 Kirchhoff stress 0.13227E-02 -0.34445E-01 -0.92656E-01 -0.34445E-01 -0.30923E-02 -0.97880E-01 -0.92656E-01 -0.97880E-01 -0.19837E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75496071 0.61975922 0.94622462 -0.11386726 -0.05829805 0.27095614 0.61975922 0.75144760 1.00014173 -0.11375598 0.28176850 -0.01350263 0.94622462 1.00014173 2.57561923 0.51031175 0.71228529 0.76723392 -0.11386726 -0.11375598 0.51031175 0.34874762 0.26537251 0.27665715 -0.05829805 0.28176850 0.71228529 0.26537251 0.65958304 0.50663544 0.27095614 -0.01350263 0.76723392 0.27665715 0.50663544 0.71341705 *** step number: 52 *** Deformation gradient in current step 0.74000000 -0.26000000 -0.26000000 0.26000000 1.26000000 0.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775471550 Kirchhoff stress 0.35484E-02 -0.34288E-01 -0.89652E-01 -0.34288E-01 -0.52373E-02 -0.10007E+00 -0.89652E-01 -0.10007E+00 -0.19756E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75948554 0.61942828 0.91940082 -0.11268437 -0.07866729 0.26443743 0.61942828 0.75158310 1.02587229 -0.11249057 0.28578809 0.00966844 0.91940082 1.02587229 2.57001111 0.50929319 0.68356328 0.79238712 -0.11268437 -0.11249057 0.50929319 0.34839119 0.25863815 0.28093895 -0.07866729 0.28578809 0.68356328 0.25863815 0.63281421 0.50563775 0.26443743 0.00966844 0.79238712 0.28093895 0.50563775 0.73911251 *** step number: 53 *** Deformation gradient in current step 0.73500000 -0.26500000 -0.26500000 0.26500000 1.26500000 0.26500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2776667811 Kirchhoff stress 0.57526E-02 -0.34029E-01 -0.86419E-01 -0.34029E-01 -0.73204E-02 -0.10197E+00 -0.86419E-01 -0.10197E+00 -0.19623E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76602943 0.61895188 0.89324532 -0.11071064 -0.09728865 0.25737373 0.61895188 0.75218075 1.04973024 -0.11043687 0.28877283 0.03220881 0.89324532 1.04973024 2.56031571 0.50760164 0.65443090 0.81508693 -0.11071064 -0.11043687 0.50760164 0.34786540 0.25136704 0.28420477 -0.09728865 0.28877283 0.65443090 0.25136704 0.60671859 0.50398079 0.25737373 0.03220881 0.81508693 0.28420477 0.50398079 0.76292712 *** step number: 54 *** Deformation gradient in current step 0.73000000 -0.27000000 -0.27000000 0.27000000 1.27000000 0.27000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2778330289 Kirchhoff stress 0.79084E-02 -0.33671E-01 -0.82982E-01 -0.33671E-01 -0.93370E-02 -0.10358E+00 -0.82982E-01 -0.10358E+00 -0.19440E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77526777 0.61870408 0.86808800 -0.10855804 -0.11379028 0.24967778 0.61870408 0.75268971 1.07108786 -0.10781155 0.29083883 0.05318055 0.86808800 1.07108786 2.54620507 0.50514712 0.62504873 0.83469024 -0.10855804 -0.10781155 0.50514712 0.34754173 0.24346770 0.28657038 -0.11379028 0.29083883 0.62504873 0.24346770 0.58162478 0.50157449 0.24967778 0.05318055 0.83469024 0.28657038 0.50157449 0.78422723 *** step number: 55 *** Deformation gradient in current step 0.72500000 -0.27500000 -0.27500000 0.27500000 1.27500000 0.27500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2780448010 Kirchhoff stress 0.99873E-02 -0.33212E-01 -0.79373E-01 -0.33212E-01 -0.11291E-01 -0.10492E+00 -0.79373E-01 -0.10492E+00 -0.19211E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78731830 0.61888564 0.84401750 -0.10636520 -0.12821742 0.24139072 0.61888564 0.75285383 1.08957399 -0.10462906 0.29205973 0.07190958 0.84401750 1.08957399 2.52755502 0.50188372 0.59544749 0.85078273 -0.10636520 -0.10462906 0.50188372 0.34761569 0.23497784 0.28810787 -0.12821742 0.29205973 0.59544749 0.23497784 0.55761653 0.49837300 0.24139072 0.07190958 0.85078273 0.28810787 0.49837300 0.80263452 *** step number: 56 *** Deformation gradient in current step 0.72000000 -0.28000000 -0.28000000 0.28000000 1.28000000 0.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2783008259 Kirchhoff stress 0.11965E-01 -0.32654E-01 -0.75617E-01 -0.32654E-01 -0.13191E-01 -0.10600E+00 -0.75617E-01 -0.10600E+00 -0.18940E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80162779 0.61951051 0.82099519 -0.10414564 -0.14083501 0.23260232 0.61951051 0.75242275 1.10514906 -0.10092541 0.29247488 0.08806695 0.82099519 1.10514906 2.50445273 0.49776355 0.56557890 0.86322413 -0.10414564 -0.10092541 0.49776355 0.34809705 0.22598530 0.28885454 -0.14083501 0.29247488 0.56557890 0.22598530 0.53465088 0.49432848 0.23260232 0.08806695 0.86322413 0.28885454 0.49432848 0.81810531 *** step number: 57 *** Deformation gradient in current step 0.71500000 -0.28500000 -0.28500000 0.28500000 1.28500000 0.28500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2785997126 Kirchhoff stress 0.13819E-01 -0.31996E-01 -0.71742E-01 -0.31996E-01 -0.15046E-01 -0.10684E+00 -0.71742E-01 -0.10684E+00 -0.18631E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81905617 0.62062901 0.79915172 -0.10181331 -0.15143587 0.22339844 0.62062901 0.75180629 1.11812366 -0.09666579 0.29213124 0.10166166 0.79915172 1.11812366 2.47734956 0.49271535 0.53548206 0.87214050 -0.10181331 -0.09666579 0.49271535 0.34903331 0.21657577 0.28885484 -0.15143587 0.29213124 0.53548206 0.21657577 0.51285513 0.48936963 0.22339844 0.10166166 0.87214050 0.28885484 0.48936963 0.83094964 *** step number: 58 *** Deformation gradient in current step 0.71000000 -0.29000000 -0.29000000 0.29000000 1.29000000 0.29000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789399087 Kirchhoff stress 0.15514E-01 -0.31241E-01 -0.67778E-01 -0.31241E-01 -0.16863E-01 -0.10746E+00 -0.67778E-01 -0.10746E+00 -0.18286E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84183219 0.62225649 0.77879743 -0.09914008 -0.15931104 0.21391276 0.62225649 0.75147679 1.12902248 -0.09189470 0.29107391 0.11297713 0.77879743 1.12902248 2.44694261 0.48665108 0.50526491 0.87785342 -0.09914008 -0.09189470 0.48665108 0.35043649 0.20688427 0.28815037 -0.15931104 0.29107391 0.50526491 0.20688427 0.49253487 0.48340817 0.21391276 0.11297713 0.87785342 0.28815037 0.48340817 0.84169447 *** step number: 59 *** Deformation gradient in current step 0.70500000 -0.29500000 -0.29500000 0.29500000 1.29500000 0.29500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2793196025 Kirchhoff stress 0.17015E-01 -0.30392E-01 -0.63758E-01 -0.30392E-01 -0.18646E-01 -0.10785E+00 -0.63758E-01 -0.10785E+00 -0.17909E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86853410 0.62435639 0.75983858 -0.09603106 -0.16496511 0.20423190 0.62435639 0.75189108 1.13843792 -0.08670867 0.28931097 0.12244464 0.75983858 1.13843792 2.41386080 0.47945907 0.47491660 0.88072946 -0.09603106 -0.08670867 0.47945907 0.35226629 0.19700004 0.28674491 -0.16496511 0.28931097 0.47491660 0.19700004 0.47359078 0.47633202 0.20423190 0.12244464 0.88072946 0.28674491 0.47633202 0.85093691 *** step number: 60 *** Deformation gradient in current step 0.70000000 -0.30000000 -0.30000000 0.30000000 1.30000000 0.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2797367260 Kirchhoff stress 0.18301E-01 -0.29455E-01 -0.59710E-01 -0.29455E-01 -0.20392E-01 -0.10803E+00 -0.59710E-01 -0.10803E+00 -0.17502E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89756833 0.62691751 0.74215017 -0.09227907 -0.16904956 0.19445190 0.62691751 0.75380185 1.14694064 -0.08110032 0.28681066 0.13053746 0.74215017 1.14694064 2.37882142 0.47105445 0.44444422 0.88113705 -0.09227907 -0.08110032 0.47105445 0.35450752 0.18702241 0.28460181 -0.16904956 0.28681066 0.44444422 0.18702241 0.45589145 0.46805569 0.19445190 0.13053746 0.88113705 0.28460181 0.46805569 0.85925336 *** step number: 61 *** Deformation gradient in current step 0.69500000 -0.30500000 -0.30500000 0.30500000 1.30500000 0.30500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2801889838 Kirchhoff stress 0.19360E-01 -0.28438E-01 -0.55658E-01 -0.28438E-01 -0.22094E-01 -0.10801E+00 -0.55658E-01 -0.10801E+00 -0.17068E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92744913 0.62993251 0.72556621 -0.08751056 -0.17230358 0.18469418 0.62993251 0.75749848 1.15495978 -0.07514475 0.28352297 0.13774066 0.72556621 1.15495978 2.34237447 0.46135518 0.41383970 0.87939736 -0.08751056 -0.07514475 0.46135518 0.35714822 0.17707626 0.28166563 -0.17230358 0.28352297 0.41383970 0.17707626 0.43926338 0.45849616 0.18469418 0.13774066 0.87939736 0.28166563 0.45849616 0.86707866 *** step number: 62 *** Deformation gradient in current step 0.69000000 -0.31000000 -0.31000000 0.31000000 1.31000000 0.31000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2806738920 Kirchhoff stress 0.20194E-01 -0.27352E-01 -0.51621E-01 -0.27352E-01 -0.23740E-01 -0.10776E+00 -0.51621E-01 -0.10776E+00 -0.16608E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95614663 0.63338558 0.70980276 -0.08134881 -0.17571676 0.17509253 0.63338558 0.76338294 1.16278748 -0.06884518 0.27934580 0.14448960 0.70980276 1.16278748 2.30490820 0.45033283 0.38302344 0.87579014 -0.08134881 -0.06884518 0.45033283 0.36016939 0.16729881 0.27782878 -0.17571676 0.27934580 0.38302344 0.16729881 0.42341646 0.44762355 0.17509253 0.14448960 0.87579014 0.27782878 0.44762355 0.87471215 *** step number: 63 *** Deformation gradient in current step 0.68500000 -0.31500000 -0.31500000 0.31500000 1.31500000 0.31500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2811888453 Kirchhoff stress 0.20826E-01 -0.26211E-01 -0.47614E-01 -0.26211E-01 -0.25314E-01 -0.10729E+00 -0.47614E-01 -0.10729E+00 -0.16123E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98064127 0.63706596 0.69454389 -0.07387114 -0.18028452 0.16573108 0.63706596 0.77162599 1.17056917 -0.06230866 0.27419316 0.15117209 0.69454389 1.17056917 2.26671900 0.43799526 0.35196983 0.87051085 -0.07387114 -0.06230866 0.43799526 0.36335636 0.15777717 0.27299997 -0.18028452 0.27419316 0.35196983 0.15777717 0.40802747 0.43544368 0.16573108 0.15117209 0.87051085 0.27299997 0.43544368 0.88230394 *** step number: 64 *** Deformation gradient in current step 0.68000000 -0.32000000 -0.32000000 0.32000000 1.32000000 0.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2817312164 Kirchhoff stress 0.21295E-01 -0.25030E-01 -0.43641E-01 -0.25030E-01 -0.26794E-01 -0.10660E+00 -0.43641E-01 -0.10660E+00 -0.15613E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99798022 0.64065816 0.67925980 -0.06510551 -0.18686375 0.15653045 0.64065816 0.78225969 1.17819911 -0.05555780 0.26811568 0.15801167 0.67925980 1.17819911 2.22771082 0.42456757 0.32083689 0.86356196 -0.06510551 -0.05555780 0.42456757 0.36639060 0.14843434 0.26722565 -0.18686375 0.26811568 0.32083689 0.14843434 0.39256018 0.42217918 0.15653045 0.15801167 0.86356196 0.26722565 0.42217918 0.88975035 *** step number: 65 *** Deformation gradient in current step 0.67500000 -0.32500000 -0.32500000 0.32500000 1.32500000 0.32500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2822984666 Kirchhoff stress 0.21654E-01 -0.23822E-01 -0.39703E-01 -0.23822E-01 -0.28161E-01 -0.10567E+00 -0.39703E-01 -0.10567E+00 -0.15081E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00620844 0.64399967 0.66367216 -0.05524908 -0.19614023 0.14751857 0.64399967 0.79459493 1.18516609 -0.04868856 0.26117542 0.16471201 0.66367216 1.18516609 2.18781483 0.41024639 0.28973978 0.85474660 -0.05524908 -0.04868856 0.41024639 0.36911285 0.13930011 0.26056563 -0.19614023 0.26117542 0.28973978 0.13930011 0.37673651 0.40802381 0.14751857 0.16471201 0.85474660 0.26056563 0.40802381 0.89654369 *** step number: 66 *** Deformation gradient in current step 0.67000000 -0.33000000 -0.33000000 0.33000000 1.33000000 0.33000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2828882802 Kirchhoff stress 0.21967E-01 -0.22597E-01 -0.35792E-01 -0.22597E-01 -0.29402E-01 -0.10450E+00 -0.35792E-01 -0.10450E+00 -0.14528E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00481670 0.64699166 0.64773849 -0.04472839 -0.20821865 0.13865189 0.64699166 0.80797425 1.19065309 -0.04180487 0.25346409 0.17060530 0.64773849 1.19065309 2.14655088 0.39518407 0.25882243 0.84356630 -0.04472839 -0.04180487 0.39518407 0.37143292 0.13033172 0.25311174 -0.20821865 0.25346409 0.25882243 0.13033172 0.36052021 0.39312680 0.13865189 0.17060530 0.84356630 0.25311174 0.39312680 0.90186929 *** step number: 67 *** Deformation gradient in current step 0.66500000 -0.33500000 -0.33500000 0.33500000 1.33500000 0.33500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2834986536 Kirchhoff stress 0.22291E-01 -0.21367E-01 -0.31903E-01 -0.21367E-01 -0.30507E-01 -0.10312E+00 -0.31903E-01 -0.10312E+00 -0.13954E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99509645 0.64966864 0.63160527 -0.03387399 -0.22261245 0.12993359 0.64966864 0.82223353 1.19454634 -0.03528380 0.24504043 0.17577533 0.63160527 1.19454634 2.10406476 0.37948317 0.22818634 0.83017603 -0.03387399 -0.03528380 0.37948317 0.37339844 0.12153311 0.24492533 -0.22261245 0.24504043 0.22818634 0.12153311 0.34406911 0.37758747 0.12993359 0.17577533 0.83017603 0.24492533 0.37758747 0.90561453 *** step number: 68 *** Deformation gradient in current step 0.66000000 -0.34000000 -0.34000000 0.34000000 1.34000000 0.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2841278428 Kirchhoff stress 0.22669E-01 -0.20140E-01 -0.28035E-01 -0.20140E-01 -0.31465E-01 -0.10151E+00 -0.28035E-01 -0.10151E+00 -0.13363E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98000587 0.65219250 0.61567424 -0.02300847 -0.23817496 0.12134538 0.65219250 0.83771440 1.19675815 -0.02949488 0.23600479 0.18025892 0.61567424 1.19675815 2.06051123 0.36323295 0.19803550 0.81471394 -0.02300847 -0.02949488 0.36323295 0.37519553 0.11288707 0.23611139 -0.23817496 0.23600479 0.19803550 0.11288707 0.32780808 0.36149208 0.12134538 0.18025892 0.81471394 0.23611139 0.36149208 0.90770025 *** step number: 69 *** Deformation gradient in current step 0.65500000 -0.34500000 -0.34500000 0.34500000 1.34500000 0.34500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2847742337 Kirchhoff stress 0.23119E-01 -0.18926E-01 -0.24197E-01 -0.18926E-01 -0.32268E-01 -0.99700E-01 -0.24197E-01 -0.99700E-01 -0.12757E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96347800 0.65481126 0.60059305 -0.01246071 -0.25327525 0.11285756 0.65481126 0.85454294 1.19725831 -0.02489702 0.22651012 0.18406871 0.60059305 1.19725831 2.01608641 0.34651423 0.16870865 0.79731299 -0.01246071 -0.02489702 0.34651423 0.37709193 0.10436480 0.22682841 -0.25327525 0.22651012 0.16870865 0.10436480 0.31240330 0.34491868 0.11285756 0.18406871 0.79731299 0.22682841 0.34491868 0.90809815 *** step number: 70 *** Deformation gradient in current step 0.65000000 -0.35000000 -0.35000000 0.35000000 1.35000000 0.35000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2854361797 Kirchhoff stress 0.23637E-01 -0.17734E-01 -0.20405E-01 -0.17734E-01 -0.32908E-01 -0.97687E-01 -0.20405E-01 -0.97687E-01 -0.12139E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94907034 0.65781648 0.58687445 -0.00241629 -0.26650998 0.10449130 0.65781648 0.87294067 1.19604053 -0.02185700 0.21671821 0.18718565 0.58687445 1.19604053 1.97097964 0.32943594 0.14042942 0.77812841 -0.00241629 -0.02185700 0.32943594 0.37939929 0.09598855 0.21724347 -0.26650998 0.21671821 0.14042942 0.09598855 0.29838675 0.32797402 0.10449130 0.18718565 0.77812841 0.21724347 0.32797402 0.90680574 *** step number: 71 *** Deformation gradient in current step 0.64500000 -0.35500000 -0.35500000 0.35500000 1.35500000 0.35500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2861118507 Kirchhoff stress 0.24195E-01 -0.16573E-01 -0.16684E-01 -0.16573E-01 -0.33377E-01 -0.95483E-01 -0.16684E-01 -0.95483E-01 -0.11512E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93944459 0.66144505 0.57502986 0.00685079 -0.27668022 0.09623079 0.66144505 0.89306776 1.19314997 -0.02064507 0.20680452 0.18960321 0.57502986 1.19314997 1.92544062 0.31207838 0.11349774 0.75729634 0.00685079 -0.02064507 0.31207838 0.38236641 0.08774333 0.20753606 -0.27668022 0.20680452 0.11349774 0.08774333 0.28628075 0.31073690 0.09623079 0.18960321 0.75729634 0.20753606 0.31073690 0.90386698 *** step number: 72 *** Deformation gradient in current step 0.64000000 -0.36000000 -0.36000000 0.36000000 1.36000000 0.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2867991325 Kirchhoff stress 0.24753E-01 -0.15450E-01 -0.13063E-01 -0.15450E-01 -0.33672E-01 -0.93098E-01 -0.13063E-01 -0.93098E-01 -0.10878E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93578938 0.66583417 0.56528669 0.01516813 -0.28323762 0.08807652 0.66583417 0.91435842 1.18863512 -0.02140249 0.19690386 0.19131272 0.56528669 1.18863512 1.87963353 0.29453479 0.08805776 0.73495840 0.01516813 -0.02140249 0.29453479 0.38614748 0.07963064 0.19784303 -0.28323762 0.19690386 0.08805776 0.07963064 0.27632926 0.29329990 0.08807652 0.19131272 0.73495840 0.19784303 0.29329990 0.89933924 *** step number: 73 *** Deformation gradient in current step 0.63500000 -0.36500000 -0.36500000 0.36500000 1.36500000 0.36500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2874955910 Kirchhoff stress 0.25270E-01 -0.14374E-01 -0.95731E-02 -0.14374E-01 -0.33792E-01 -0.90543E-01 -0.95731E-02 -0.90543E-01 -0.10242E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93800541 0.67102047 0.55770171 0.02236569 -0.28613645 0.08004399 0.67102047 0.93662924 1.18261363 -0.02394892 0.18712491 0.19238037 0.55770171 1.18261363 1.83374240 0.27691352 0.06420716 0.71126917 0.02236569 -0.02394892 0.27691352 0.39077700 0.07166664 0.18827327 -0.28613645 0.18712491 0.06420716 0.07166664 0.26858627 0.27577158 0.08004399 0.19238037 0.71126917 0.18827327 0.27577158 0.89333393 *** step number: 74 *** Deformation gradient in current step 0.63000000 -0.37000000 -0.37000000 0.37000000 1.37000000 0.37000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2881984961 Kirchhoff stress 0.25707E-01 -0.13348E-01 -0.62421E-02 -0.13348E-01 -0.33739E-01 -0.87828E-01 -0.62421E-02 -0.87828E-01 -0.96074E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94512016 0.67687993 0.55219209 0.02832434 -0.28568628 0.07212970 0.67687993 0.95910769 1.17518819 -0.02792765 0.17754109 0.19289552 0.55219209 1.17518819 1.78792755 0.25930155 0.04199474 0.68635866 0.02832434 -0.02792765 0.25930155 0.39612853 0.06384865 0.17889874 -0.28568628 0.17754109 0.04199474 0.06384865 0.26296639 0.25824014 0.07212970 0.19289552 0.68635866 0.17889874 0.25824014 0.88595107 *** step number: 75 *** Deformation gradient in current step 0.62500000 -0.37500000 -0.37500000 0.37500000 1.37500000 0.37500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2889048851 Kirchhoff stress 0.26035E-01 -0.12376E-01 -0.30940E-02 -0.12376E-01 -0.33517E-01 -0.84963E-01 -0.30940E-02 -0.84963E-01 -0.89761E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95573962 0.68320247 0.54858914 0.03299724 -0.28241000 0.06437425 0.68320247 0.98077639 1.16653552 -0.03281953 0.16820616 0.19307902 0.54858914 1.16653552 1.74236359 0.24180637 0.02142107 0.66039972 0.03299724 -0.03281953 0.24180637 0.40198297 0.05621805 0.16977075 -0.28241000 0.16820616 0.02142107 0.05621805 0.25929171 0.24081513 0.06437425 0.19307902 0.66039972 0.16977075 0.24081513 0.87736031 *** step number: 76 *** Deformation gradient in current step 0.62000000 -0.38000000 -0.38000000 0.38000000 1.38000000 0.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2896116396 Kirchhoff stress 0.26233E-01 -0.11456E-01 -0.14776E-03 -0.11456E-01 -0.33133E-01 -0.81956E-01 -0.14776E-03 -0.81956E-01 -0.83513E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96837230 0.68974566 0.54664589 0.03645782 -0.27694371 0.05683075 0.68974566 1.00129627 1.15685955 -0.03788514 0.15915715 0.19322046 0.54664589 1.15685955 1.69720027 0.22455133 0.00244396 0.63357072 0.03645782 -0.03788514 0.22455133 0.40809013 0.04882891 0.16092328 -0.27694371 0.15915715 0.00244396 0.04882891 0.25730724 0.22362256 0.05683075 0.19322046 0.63357072 0.16092328 0.22362256 0.86776111 *** step number: 77 *** Deformation gradient in current step 0.61500000 -0.38500000 -0.38500000 0.38500000 1.38500000 0.38500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2903155553 Kirchhoff stress 0.26292E-01 -0.10585E-01 0.25827E-02 -0.10585E-01 -0.32594E-01 -0.78816E-01 0.25827E-02 -0.78816E-01 -0.77355E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98181444 0.69624962 0.54615715 0.03883622 -0.26982573 0.04955740 0.69624962 1.02009925 1.14637575 -0.04246041 0.15042336 0.19369386 0.54615715 1.14637575 1.65258584 0.20763820 -0.01495904 0.60604102 0.03883622 -0.04246041 0.20763820 0.41418854 0.04174047 0.15238239 -0.26982573 0.15042336 -0.01495904 0.04174047 0.25680558 0.20676713 0.04955740 0.19369386 0.60604102 0.15238239 0.20676713 0.85737100 *** step number: 78 *** Deformation gradient in current step 0.61000000 -0.39000000 -0.39000000 0.39000000 1.39000000 0.39000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2910133885 Kirchhoff stress 0.26205E-01 -0.97574E-02 0.50877E-02 -0.97574E-02 -0.31902E-01 -0.75546E-01 0.50877E-02 -0.75546E-01 -0.71307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99513367 0.70248838 0.54696681 0.04027636 -0.26148063 0.04259761 0.70248838 1.03753561 1.13531513 -0.04591528 0.14202495 0.19487381 0.54696681 1.13531513 1.60868943 0.19116245 -0.03078054 0.57798471 0.04027636 -0.04591528 0.19116245 0.42004722 0.03499677 0.14416514 -0.26148063 0.14202495 -0.03078054 0.03499677 0.25762435 0.19034704 0.04259761 0.19487381 0.57798471 0.14416514 0.19034704 0.84641903 *** step number: 79 *** Deformation gradient in current step 0.60500000 -0.39500000 -0.39500000 0.39500000 1.39500000 0.39500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2917018786 Kirchhoff stress 0.25977E-01 -0.89652E-02 0.73612E-02 -0.89652E-02 -0.31058E-01 -0.72151E-01 0.73612E-02 -0.72151E-01 -0.65389E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00759951 0.70827962 0.54891042 0.04091534 -0.25228147 0.03601601 0.70827962 1.05411728 1.12386783 -0.04785771 0.13396286 0.19705141 0.54891042 1.12386783 1.56564334 0.17521159 -0.04505616 0.54955080 0.04091534 -0.04785771 0.17521159 0.42547979 0.02866227 0.13626964 -0.25228147 0.13396286 -0.04505616 0.02866227 0.25959371 0.17445190 0.03601601 0.19705141 0.54955080 0.13626964 0.17445190 0.83509342 *** step number: 80 *** Deformation gradient in current step 0.60000000 -0.40000000 -0.40000000 0.40000000 1.40000000 0.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2923777539 Kirchhoff stress 0.25610E-01 -0.82011E-02 0.93996E-02 -0.82011E-02 -0.30054E-01 -0.68632E-01 0.93996E-02 -0.68632E-01 -0.59617E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01893495 0.71353933 0.55188058 0.04094769 -0.24247715 0.02983577 0.71353933 1.07032132 1.11212538 -0.04815328 0.12618311 0.20023995 0.55188058 1.11212538 1.52360305 0.15983284 -0.05779393 0.52085036 0.04094769 -0.04815328 0.15983284 0.43039898 0.02275881 0.12863933 -0.24247715 0.12618311 -0.05779393 0.02275881 0.26260235 0.15913005 0.02983577 0.20023995 0.52085036 0.12863933 0.15913005 0.82348341 *** step number: 81 *** Deformation gradient in current step 0.59500000 -0.40500000 -0.40500000 0.40500000 1.40500000 0.40500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2930377397 Kirchhoff stress 0.25112E-01 -0.74587E-02 0.11201E-01 -0.74587E-02 -0.28885E-01 -0.64993E-01 0.11201E-01 -0.64993E-01 -0.54006E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02891930 0.71820888 0.55582440 0.04049014 -0.23219832 0.02407108 0.71820888 1.08608032 1.10002580 -0.04698461 0.11860371 0.20406165 0.55582440 1.10002580 1.48268134 0.14504873 -0.06897409 0.49192055 0.04049014 -0.04698461 0.14504873 0.43473722 0.01729746 0.12118997 -0.23219832 0.11860371 -0.06897409 0.01729746 0.26658942 0.14440410 0.02407108 0.20406165 0.49192055 0.12118997 0.14440410 0.81151763 *** step number: 82 *** Deformation gradient in current step 0.59000000 -0.41000000 -0.41000000 0.41000000 1.41000000 0.41000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2936785914 Kirchhoff stress 0.24491E-01 -0.67344E-02 0.12763E-01 -0.67344E-02 -0.27548E-01 -0.61242E-01 0.12763E-01 -0.61242E-01 -0.48571E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03753031 0.72230352 0.56064274 0.03966878 -0.22159783 0.01873779 0.72230352 1.10054092 1.08734721 -0.04477710 0.11108428 0.20770050 0.56064274 1.08734721 1.44293830 0.13085863 -0.07864875 0.46274913 0.03966878 -0.04477710 0.13085863 0.43850659 0.01228949 0.11377929 -0.22159783 0.11108428 -0.07864875 0.01228949 0.27145598 0.13027252 0.01873779 0.20770050 0.46274913 0.11377929 0.13027252 0.79896944 *** step number: 83 *** Deformation gradient in current step 0.58500000 -0.41500000 -0.41500000 0.41500000 1.41500000 0.41500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2942971650 Kirchhoff stress 0.23755E-01 -0.60284E-02 0.14086E-01 -0.60284E-02 -0.26052E-01 -0.57393E-01 0.14086E-01 -0.57393E-01 -0.43331E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04486480 0.72587367 0.56632298 0.03857074 -0.21069668 0.01383086 0.72587367 1.11203141 1.07374105 -0.04207952 0.10349019 0.20999682 0.56632298 1.07374105 1.40445477 0.11724100 -0.08679896 0.43326274 0.03857074 -0.04207952 0.11724100 0.44174905 0.00772388 0.10627110 -0.21069668 0.10349019 -0.08679896 0.00772388 0.27718632 0.11671231 0.01383086 0.20999682 0.43326274 0.10627110 0.11671231 0.78547925 *** step number: 84 *** Deformation gradient in current step 0.58000000 -0.42000000 -0.42000000 0.42000000 1.42000000 0.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2948905222 Kirchhoff stress 0.22913E-01 -0.53442E-02 0.15166E-01 -0.53442E-02 -0.24422E-01 -0.53468E-01 0.15166E-01 -0.53468E-01 -0.38303E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05096550 0.72899171 0.57281610 0.03723524 -0.19955069 0.00935713 0.72899171 1.11867968 1.05887257 -0.03942433 0.09571396 0.20974908 0.57281610 1.05887257 1.36731210 0.10419311 -0.09344003 0.40341326 0.03723524 -0.03942433 0.10419311 0.44452814 0.00360096 0.09855687 -0.19955069 0.09571396 -0.09344003 0.00360096 0.28372876 0.10371908 0.00935713 0.20974908 0.40341326 0.09855687 0.10371908 0.77070034 *** step number: 85 *** Deformation gradient in current step 0.57500000 -0.42500000 -0.42500000 0.42500000 1.42500000 0.42500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954560470 Kirchhoff stress 0.21973E-01 -0.46881E-02 0.16004E-01 -0.46881E-02 -0.22695E-01 -0.49496E-01 0.16004E-01 -0.49496E-01 -0.33509E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05608636 0.73185572 0.58015097 0.03575725 -0.18816646 0.00532816 0.73185572 1.11920001 1.04250907 -0.03712346 0.08772034 0.20598525 0.58015097 1.04250907 1.33157026 0.09172026 -0.09857916 0.37314281 0.03575725 -0.03712346 0.09172026 0.44699368 -0.00007445 0.09060119 -0.18816646 0.08772034 -0.09857916 -0.00007445 0.29106832 0.09129683 0.00532816 0.20598525 0.37314281 0.09060119 0.09129683 0.75434806 *** step number: 86 *** Deformation gradient in current step 0.57000000 -0.43000000 -0.43000000 0.43000000 1.43000000 0.43000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2959915390 Kirchhoff stress 0.20942E-01 -0.40669E-02 0.16597E-01 -0.40669E-02 -0.20920E-01 -0.45513E-01 0.16597E-01 -0.45513E-01 -0.28969E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06029384 0.73449477 0.58824886 0.03417283 -0.17648758 0.00174443 0.73449477 1.11335448 1.02453053 -0.03527418 0.07956542 0.19830447 0.58824886 1.02453053 1.29731715 0.07986162 -0.10214156 0.34254263 0.03417283 -0.03527418 0.07986162 0.44928394 -0.00330422 0.08245889 -0.17648758 0.07956542 -0.10214156 -0.00330422 0.29923941 0.07948424 0.00174443 0.19830447 0.34254263 0.08245889 0.07948424 0.73641004 *** step number: 87 *** Deformation gradient in current step 0.56500000 -0.43500000 -0.43500000 0.43500000 1.43500000 0.43500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2964952472 Kirchhoff stress 0.19827E-01 -0.34866E-02 0.16943E-01 -0.34866E-02 -0.19144E-01 -0.41551E-01 0.16943E-01 -0.41551E-01 -0.24708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06455104 0.73710712 0.59778100 0.03238534 -0.16382870 -0.00145048 0.73710712 1.10239730 1.00515721 -0.03379162 0.07137258 0.18683426 0.59778100 1.00515721 1.26517672 0.06860144 -0.10358393 0.31165735 0.03238534 -0.03379162 0.06860144 0.45152560 -0.00614879 0.07425411 -0.16382870 0.07137258 -0.10358393 -0.00614879 0.30883868 0.06826557 -0.00145048 0.18683426 0.31165735 0.07425411 0.06826557 0.71703194 *** step number: 88 *** Deformation gradient in current step 0.56000000 -0.44000000 -0.44000000 0.44000000 1.44000000 0.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2969657791 Kirchhoff stress 0.18624E-01 -0.29507E-02 0.17033E-01 -0.29507E-02 -0.17407E-01 -0.37645E-01 0.17033E-01 -0.37645E-01 -0.20753E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06950986 0.73981400 0.60919362 0.03037596 -0.14969526 -0.00428441 0.73981400 1.08845938 0.98467981 -0.03246657 0.06328699 0.17219371 0.60919362 0.98467981 1.23569607 0.05796534 -0.10246041 0.28063523 0.03037596 -0.03246657 0.05796534 0.45384444 -0.00863658 0.06613123 -0.14969526 0.06328699 -0.10246041 -0.00863658 0.32031039 0.05766717 -0.00428441 0.17219371 0.28063523 0.06613123 0.05766717 0.69650786 *** step number: 89 *** Deformation gradient in current step 0.55500000 -0.44500000 -0.44500000 0.44500000 1.44500000 0.44500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2974019891 Kirchhoff stress 0.17330E-01 -0.24606E-02 0.16859E-01 -0.24606E-02 -0.15735E-01 -0.33820E-01 0.16859E-01 -0.33820E-01 -0.17130E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07488072 0.74269970 0.62220955 0.02823677 -0.13440755 -0.00669064 0.74269970 1.07340881 0.96339138 -0.03107005 0.05546789 0.15554728 0.62220955 0.96339138 1.20887033 0.04807068 -0.09895337 0.24980605 0.02823677 -0.03107005 0.04807068 0.45633193 -0.01069988 0.05824817 -0.13440755 0.05546789 -0.09895337 -0.01069988 0.33337488 0.04780745 -0.00669064 0.15554728 0.24980605 0.05824817 0.04780745 0.67513759 *** step number: 90 *** Deformation gradient in current step 0.55000000 -0.45000000 -0.45000000 0.45000000 1.45000000 0.45000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2978029149 Kirchhoff stress 0.15946E-01 -0.20168E-02 0.16417E-01 -0.20168E-02 -0.14140E-01 -0.30096E-01 0.16417E-01 -0.30096E-01 -0.13859E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08033695 0.74582203 0.63652313 0.02601873 -0.11832009 -0.00861439 0.74582203 1.05985177 0.94165611 -0.02941819 0.04801945 0.13781864 0.63652313 0.94165611 1.18464053 0.03900456 -0.09331543 0.21944824 0.02601873 -0.02941819 0.03900456 0.45905440 -0.01228204 0.05070743 -0.11832009 0.04801945 -0.09331543 -0.01228204 0.34772370 0.03877451 -0.00861439 0.13781864 0.21944824 0.05070743 0.03877451 0.65329388 *** step number: 91 *** Deformation gradient in current step 0.54500000 -0.45500000 -0.45500000 0.45500000 1.45500000 0.45500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2981677135 Kirchhoff stress 0.14477E-01 -0.16192E-02 0.15709E-01 -0.16192E-02 -0.12618E-01 -0.26490E-01 0.15709E-01 -0.26490E-01 -0.10954E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08558909 0.74917318 0.65187687 0.02370519 -0.10181578 -0.01001657 0.74917318 1.04953917 0.91992400 -0.02768295 0.04102361 0.11977801 0.65187687 0.91992400 1.16306498 0.03084966 -0.08582453 0.18981414 0.02370519 -0.02768295 0.03084966 0.46191517 -0.01334287 0.04358970 -0.10181578 0.04102361 -0.08582453 -0.01334287 0.36299811 0.03065173 -0.01001657 0.11977801 0.18981414 0.04358970 0.03065173 0.63133772 *** step number: 92 *** Deformation gradient in current step 0.54000000 -0.46000000 -0.46000000 0.46000000 1.46000000 0.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2984956212 Kirchhoff stress 0.12932E-01 -0.12682E-02 0.14742E-01 -0.12682E-02 -0.11160E-01 -0.23011E-01 0.14742E-01 -0.23011E-01 -0.84227E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08993615 0.75231039 0.66761085 0.02131755 -0.08544916 -0.01086578 0.75231039 1.04181131 0.89843278 -0.02569353 0.03453165 0.10211859 0.66761085 0.89843278 1.14375207 0.02367376 -0.07694602 0.16123167 0.02131755 -0.02569353 0.02367376 0.46461695 -0.01384705 0.03694268 -0.08544916 0.03453165 -0.07694602 -0.01384705 0.37867402 0.02350734 -0.01086578 0.10211859 0.16123167 0.03694268 0.02350734 0.60965368 *** step number: 93 *** Deformation gradient in current step 0.53500000 -0.46500000 -0.46500000 0.46500000 1.46500000 0.46500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2987859612 Kirchhoff stress 0.11324E-01 -0.96246E-03 0.13529E-01 -0.96246E-03 -0.97507E-02 -0.19667E-01 0.13529E-01 -0.19667E-01 -0.62624E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09290538 0.75518867 0.68322987 0.01893053 -0.06976895 -0.01114366 0.75518867 1.03722224 0.87753918 -0.02319506 0.02856582 0.08541619 0.68322987 0.87753918 1.12655688 0.01751240 -0.06717583 0.13396586 0.01893053 -0.02319506 0.01751240 0.46708455 -0.01377481 0.03078686 -0.06976895 0.02856582 -0.06717583 -0.01377481 0.39421688 0.01737692 -0.01114366 0.08541619 0.13396586 0.03078686 0.01737692 0.58856863 *** step number: 94 *** Deformation gradient in current step 0.53000000 -0.47000000 -0.47000000 0.47000000 1.47000000 0.47000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2990381458 Kirchhoff stress 0.96704E-02 -0.70056E-03 0.12089E-01 -0.70056E-03 -0.83698E-02 -0.16457E-01 0.12089E-01 -0.16457E-01 -0.44631E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09391998 0.75773682 0.69813863 0.01651602 -0.05535959 -0.01085633 0.75773682 1.03682390 0.85761707 -0.02025384 0.02314299 0.07020898 0.69813863 0.85761707 1.11120364 0.01238861 -0.05708037 0.10836151 0.01651602 -0.02025384 0.01238861 0.46925365 -0.01313069 0.02513772 -0.05535959 0.02314299 -0.05708037 -0.01313069 0.40903123 0.01228315 -0.01085633 0.07020898 0.10836151 0.02513772 0.01228315 0.56846380 *** step number: 95 *** Deformation gradient in current step 0.52500000 -0.47500000 -0.47500000 0.47500000 1.47500000 0.47500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2992516812 Kirchhoff stress 0.79939E-02 -0.48150E-03 0.10444E-01 -0.48150E-03 -0.69970E-02 -0.13383E-01 0.10444E-01 -0.13383E-01 -0.30064E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09267684 0.75995986 0.71187873 0.01408886 -0.04264908 -0.01003351 0.75995986 1.03817458 0.83863704 -0.01706032 0.01820583 0.05584442 0.71187873 0.83863704 1.09748008 0.00826053 -0.04714334 0.08459549 0.01408886 -0.01706032 0.00826053 0.47113606 -0.01194361 0.01993789 -0.04264908 0.01820583 -0.04714334 -0.01194361 0.42266133 0.00818340 -0.01003351 0.05584442 0.08459549 0.01993789 0.00818340 0.54931672 *** step number: 96 *** Deformation gradient in current step 0.52000000 -0.48000000 -0.48000000 0.48000000 1.48000000 0.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2994262646 Kirchhoff stress 0.63185E-02 -0.30485E-03 0.86208E-02 -0.30485E-03 -0.56269E-02 -0.10447E-01 0.86208E-02 -0.10447E-01 -0.18695E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08902873 0.76181486 0.72419037 0.01158996 -0.03183708 -0.00872996 0.76181486 1.04024100 0.82077806 -0.01372436 0.01373590 0.04219634 0.72419037 0.82077806 1.08535700 0.00507392 -0.03767112 0.06290812 0.01158996 -0.01372436 0.00507392 0.47269535 -0.01026838 0.01517074 -0.03183708 0.01373590 -0.03767112 -0.01026838 0.43485339 0.00502231 -0.00872996 0.04219634 0.06290812 0.01517074 0.00502231 0.53131247 *** step number: 97 *** Deformation gradient in current step 0.51500000 -0.48500000 -0.48500000 0.48500000 1.48500000 0.48500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2995618230 Kirchhoff stress 0.46672E-02 -0.16973E-03 0.66463E-02 -0.16973E-03 -0.42530E-02 -0.76472E-02 0.66463E-02 -0.76472E-02 -0.10255E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08328399 0.76328904 0.73515846 0.00897136 -0.02275804 -0.00701492 0.76328904 1.04330668 0.80435911 -0.01028623 0.00971845 0.02960004 0.73515846 0.80435911 1.07508555 0.00274775 -0.02865548 0.04354260 0.00897136 -0.01028623 0.00274775 0.47392659 -0.00817476 0.01082537 -0.02275804 0.00971845 -0.02865548 -0.00817476 0.44570189 0.00271766 -0.00701492 0.02960004 0.04354260 0.01082537 0.00271766 0.51477713 *** step number: 98 *** Deformation gradient in current step 0.51000000 -0.49000000 -0.49000000 0.49000000 1.49000000 0.49000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2996584521 Kirchhoff stress 0.30580E-02 -0.74794E-04 0.45424E-02 -0.74794E-04 -0.28655E-02 -0.49783E-02 0.45424E-02 -0.49783E-02 -0.44690E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07605025 0.76436449 0.74520472 0.00618338 -0.01491118 -0.00495973 0.76436449 1.04765319 0.78962231 -0.00680390 0.00612159 0.01833161 0.74520472 0.78962231 1.06714204 0.00118365 -0.01976834 0.02665006 0.00618338 -0.00680390 0.00118365 0.47482034 -0.00573526 0.00687553 -0.01491118 0.00612159 -0.01976834 -0.00573526 0.45564057 0.00116992 -0.00495973 0.01833161 0.02665006 0.00687553 0.00116992 0.49996005 *** step number: 99 *** Deformation gradient in current step 0.50500000 -0.49500000 -0.49500000 0.49500000 1.49500000 0.49500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997163251 Kirchhoff stress 0.15015E-02 -0.18593E-04 0.23246E-02 -0.18593E-04 -0.14521E-02 -0.24322E-02 0.23246E-02 -0.24322E-02 -0.11033E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06810780 0.76501672 0.75497485 0.00319076 -0.00759114 -0.00261484 0.76501672 1.05335691 0.77663623 -0.00335210 0.00289835 0.00850361 0.75497485 0.77663623 1.06206067 0.00028997 -0.01045120 0.01221110 0.00319076 -0.00335210 0.00028997 0.47535989 -0.00300258 0.00328100 -0.00759114 0.00289835 -0.01045120 -0.00300258 0.46532764 0.00028648 -0.00261484 0.00850361 0.01221110 0.00328100 0.00028648 0.48693548 *** step number: 100 *** Deformation gradient in current step 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997355959 Kirchhoff stress 0.34844E-08 0.29376E-18 0.13660E-16 -0.88129E-18 0.34844E-08 -0.22032E-17 0.12485E-16 -0.20563E-17 0.34844E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06031456 0.76523538 0.76523538 0.00000000 0.00000000 0.00000000 0.76523538 1.06031456 0.76523538 -0.00000000 -0.00000000 -0.00000000 0.76523538 0.76523538 1.06031456 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.47554035 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.47554035 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.47554035 * CB-KIM calculation successfully completed