---------------------------------------------------------------------------- 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_Williams_Mishin_CuAg__MO_128703483589_004 Maximum cut-off distance: 5.9950110003 **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 0.00000000000000006047 1.80750001550695138519 1.80750001550695094110 1.80750001550695138519 -0.00000000000000011906 1.80750001550695116315 1.80750001550695138519 1.80750001550695160724 0.00000000000000009954 **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) = -0.2997356039 Kirchhoff stress 0.20242E-08 -0.10959E-15 0.10603E-15 -0.11018E-15 0.20242E-08 -0.12375E-15 0.10838E-15 -0.12433E-15 0.20242E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06034579 0.76526423 0.76526423 0.00000000 -0.00000000 0.00000000 0.76526423 1.06034579 0.76526423 0.00000000 0.00000000 0.00000000 0.76526423 0.76526423 1.06034579 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.47554454 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.47554454 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.47554454 *** 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) = -0.2997163331 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 -0.11034E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05339131 0.76504494 0.77666683 -0.00335223 0.00850554 0.00289831 0.76504494 1.06814588 0.75500289 0.00319013 -0.00261478 -0.00759155 0.77666683 0.75500289 1.06209185 0.00029012 0.01221346 -0.01045179 -0.00335223 0.00319013 0.00029012 0.47536350 0.00328099 -0.00300255 0.00850554 -0.00261478 0.01221346 0.00328099 0.48694145 0.00028663 0.00289831 -0.00759155 -0.01045179 -0.00300255 0.00028663 0.46533107 *** 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) = -0.2996584601 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) 1.04767696 0.76438882 0.78964683 -0.00680830 0.01832766 0.00612154 0.76438882 1.07607745 0.74522684 0.00617874 -0.00495943 -0.01491759 0.78964683 0.74522684 1.06715844 0.00118363 0.02664593 -0.01977469 -0.00680830 0.00617874 0.00118363 0.47482018 0.00687555 -0.00573503 0.01832766 -0.00495943 0.02664593 0.00687555 0.49996005 0.00116990 0.00612154 -0.01491759 -0.01977469 -0.00573503 0.00116990 0.45563819 *** 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) = -0.2995618310 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) 1.04333412 0.76330684 0.80438515 -0.01029596 0.02959766 0.00971812 0.76330684 1.08330265 0.73517941 0.00896063 -0.00701447 -0.02276575 0.80438515 0.73517941 1.07510221 0.00274770 0.04354061 -0.02866330 -0.01029596 0.00896063 0.00274770 0.47392008 0.01082514 -0.00817440 0.02959766 -0.00701447 0.04354061 0.01082514 0.51477884 0.00271761 0.00971812 -0.02276575 -0.02866330 -0.00817440 0.00271761 0.44569852 *** 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) = -0.2994262725 Kirchhoff stress -0.56269E-02 -0.30486E-03 -0.10447E-01 -0.30486E-03 0.63185E-02 0.86208E-02 -0.10447E-01 0.86208E-02 -0.18696E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04026086 0.76183419 0.82080416 -0.01373255 0.04219432 0.01373559 0.76183419 1.08904208 0.72420896 0.01158094 -0.00872950 -0.03184731 0.82080416 0.72420896 1.08537512 0.00507444 0.06290691 -0.03768055 -0.01373255 0.01158094 0.00507444 0.47269063 0.01517055 -0.01026805 0.04219432 -0.00872950 0.06290691 0.01517055 0.53131449 0.00502282 0.01373559 -0.03184731 -0.03768055 -0.01026805 0.00502282 0.43484790 *** 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) = -0.2992516891 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) 1.03821178 0.75999491 0.83866277 -0.01705345 0.05584176 0.01820554 0.75999491 1.09270782 0.71189746 0.01409778 -0.01003308 -0.04265909 0.83866277 0.71189746 1.09750828 0.00826071 0.08459315 -0.04715243 -0.01705345 0.01409778 0.00826071 0.47114737 0.01993774 -0.01194333 0.05584176 -0.01003308 0.08459315 0.01993774 0.54931867 0.00818357 0.01820554 -0.04265909 -0.04715243 -0.01194333 0.00818357 0.42265628 *** 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) = -0.2990381538 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) 1.03685353 0.75776064 0.85764384 -0.02025768 0.07020852 0.02314250 0.75776064 1.09393258 0.69815287 0.01651305 -0.01085542 -0.05537389 0.85764384 0.69815287 1.11122731 0.01238909 0.10836143 -0.05709305 -0.02025768 0.01651305 0.01238909 0.46925410 0.02513739 -0.01312997 0.07020852 -0.01085542 0.10836143 0.02513739 0.56846716 0.01228363 0.02314250 -0.05537389 -0.05709305 -0.01312997 0.01228363 0.40902205 *** 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) = -0.2987859691 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 -0.62625E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03725415 0.75521576 0.87756623 -0.02319506 0.08541621 0.02856583 0.75521576 1.09292938 0.68324792 0.01893129 -0.01114314 -0.06977887 0.87756623 0.68324792 1.12657809 0.01751300 0.13396640 -0.06718491 -0.02319506 0.01893129 0.01751300 0.46708869 0.03078704 -0.01377450 0.08541621 -0.01114314 0.13396640 0.03078704 0.58857267 0.01737751 0.02856583 -0.06977887 -0.06718491 -0.01377450 0.01737751 0.39421191 *** 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) = -0.2984956291 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) 1.04183886 0.75232863 0.89846034 -0.02570450 0.10212134 0.03453054 0.75232863 1.08996583 0.66764442 0.02130564 -0.01086545 -0.08544131 0.89846034 0.66764442 1.14378742 0.02367297 0.16123094 -0.07693898 -0.02570450 0.02130564 0.02367297 0.46461271 0.03694176 -0.01384696 0.10212134 -0.01086545 0.16123094 0.03694176 0.60965866 0.02350654 0.03453054 -0.08544131 -0.07693898 -0.01384696 0.02350654 0.37868501 *** 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) = -0.2981677214 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) 1.04956761 0.74920421 0.91995493 -0.02767550 0.11978169 0.04102553 0.74920421 1.08562045 0.65190366 0.02371386 -0.01001771 -0.10181354 0.91995493 0.65190366 1.16309916 0.03085184 0.18981956 -0.08582044 -0.02767550 0.02371386 0.03085184 0.46192422 0.04359182 -0.01334427 0.11978169 -0.01001771 0.18981956 0.04359182 0.63134656 0.03065390 0.04102553 -0.10181354 -0.08582044 -0.01334427 0.03065390 0.36300279 *** 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) = -0.2978029228 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) 1.05986887 0.74584801 0.94167881 -0.02942316 0.13781573 0.04801719 0.74584801 1.08035557 0.63653733 0.02601817 -0.00861208 -0.11833599 0.94167881 0.63653733 1.18465105 0.03900367 0.21944611 -0.09333166 -0.02942316 0.02601817 0.03900367 0.45905786 0.05070538 -0.01228001 0.13781573 -0.00861208 0.21944611 0.05070538 0.65329392 0.03877360 0.04801719 -0.11833599 -0.09333166 -0.01228001 0.03877360 0.34771520 *** 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) = -0.2974019969 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) 1.07341646 0.74271458 0.96340429 -0.03107557 0.15553499 0.05546769 0.74271458 1.07489578 0.62223278 0.02822863 -0.00669214 -0.13440708 0.96340429 0.62223278 1.20889239 0.04807068 0.24979330 -0.09895244 -0.03107557 0.02822863 0.04807068 0.45632664 0.05824817 -0.01070167 0.15553499 -0.00669214 0.24979330 0.05824817 0.67513020 0.04780743 0.05546769 -0.13440708 -0.09895244 -0.01070167 0.04780743 0.33337777 *** 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) = -0.2969657869 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) 1.08847584 0.73983298 0.98469630 -0.03246663 0.17218852 0.06328792 0.73983298 1.06953963 0.60921148 0.03037484 -0.00428402 -0.14969894 0.98469630 0.60921148 1.23571214 0.05796607 0.28063043 -0.10246372 -0.03246663 0.03037484 0.05796607 0.45384572 0.06613234 -0.00863646 0.17218852 -0.00428402 0.28063043 0.06613234 0.69650651 0.05766788 0.06328792 -0.14969894 -0.10246372 -0.00863646 0.05766788 0.32031037 *** 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) = -0.2964952549 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) 1.10242853 0.73713307 1.00518309 -0.03378885 0.18684056 0.07137186 0.73713307 1.06458310 0.59779797 0.03239353 -0.00144982 -0.16383194 1.00518309 0.59779797 1.26520150 0.06860221 0.31166528 -0.10358618 -0.03378885 0.03239353 0.06860221 0.45153644 0.07425355 -0.00614838 0.18684056 -0.00144982 0.31166528 0.07425355 0.71704256 0.06826632 0.07137186 -0.16383194 -0.10358618 -0.00614838 0.06826632 0.30884035 *** 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) = -0.2959915467 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 -0.28970E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11337490 0.73451038 1.02455325 -0.03527422 0.19830874 0.07956626 0.73451038 1.06031225 0.58826349 0.03417251 0.00174450 -0.17649036 1.02455325 0.58826349 1.29735173 0.07986303 0.34254999 -0.10214202 -0.03527422 0.03417251 0.07986303 0.44928712 0.08245986 -0.00330437 0.19830874 0.00174450 0.34254999 0.08245986 0.73642020 0.07948564 0.07956626 -0.17649036 -0.10214202 -0.00330437 0.07948564 0.29924145 *** 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) = -0.2954560546 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) 1.11922906 0.73187660 1.04253325 -0.03711679 0.20599422 0.08772270 0.73187660 1.05610877 0.58015933 0.03576738 0.00533015 -0.18817346 1.04253325 0.58015933 1.33159388 0.09172293 0.37315619 -0.09858404 -0.03711679 0.03576738 0.09172293 0.44700493 0.09060364 -0.00007264 0.20599422 0.00533015 0.37315619 0.09060364 0.75436250 0.09129948 0.08772270 -0.18817346 -0.09858404 -0.00007264 0.09129948 0.29106691 *** 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) = -0.2948905297 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) 1.11868877 0.72900165 1.05888298 -0.03942877 0.20974475 0.09571195 0.72900165 1.05096050 0.57282061 0.03723397 0.00935794 -0.19956351 1.05888298 0.57282061 1.36732914 0.10419267 0.40341186 -0.09345099 -0.03942877 0.03723397 0.10419267 0.44452842 0.09855496 0.00360157 0.20974475 0.00935794 0.40341186 0.09855496 0.77070097 0.10371863 0.09571195 -0.19956351 -0.09345099 0.00360157 0.10371863 0.28372344 *** 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) = -0.2942971725 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) 1.11204822 0.72589336 1.07374972 -0.04207427 0.20999429 0.10348967 0.72589336 1.04490073 0.56633052 0.03858463 0.01382981 -0.21069893 1.07374972 0.56633052 1.40445679 0.11724163 0.43325999 -0.08679920 -0.04207427 0.03858463 0.11724163 0.44176179 0.10627064 0.00772267 0.20999429 0.01382981 0.43325999 0.10627064 0.78548086 0.11671293 0.10348967 -0.21069893 -0.08679920 0.00772267 0.11671293 0.27718678 *** 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) = -0.2936785988 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) 1.10055746 0.72231101 1.08735199 -0.04477818 0.20769762 0.11108350 0.72231101 1.03753877 0.56064470 0.03967037 0.01873745 -0.22160366 1.08735199 0.56064470 1.44293992 0.13085928 0.46274529 -0.07865156 -0.04477818 0.03967037 0.13085928 0.43850996 0.11377855 0.01228905 0.20769762 0.01873745 0.46274529 0.11377855 0.79897003 0.13027317 0.11108350 -0.22160366 -0.07865156 0.01228905 0.13027317 0.27145373 *** 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) = -0.2930377470 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) 1.08608011 0.71820734 1.10002742 -0.04699419 0.20406057 0.11860207 0.71820734 1.02890990 0.55582646 0.04048272 0.02407108 -0.23220189 1.10002742 0.55582646 1.48269411 0.14504642 0.49191714 -0.06897697 -0.04699419 0.04048272 0.14504642 0.43473450 0.12118835 0.01729743 0.20406057 0.02407108 0.49191714 0.12118835 0.81151803 0.14440178 0.11860207 -0.23220189 -0.06897697 0.01729743 0.14440178 0.26659026 *** 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) = -0.2923777611 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) 1.07032830 0.71354710 1.11212861 -0.04815190 0.20024042 0.12618315 0.71354710 1.01897599 0.55189437 0.04095179 0.02983363 -0.24246417 1.11212861 0.55189437 1.52363186 0.15983013 0.52084875 -0.05778485 -0.04815190 0.04095179 0.15983013 0.43040859 0.12863935 0.02275671 0.20024042 0.02983363 0.52084875 0.12863935 0.82348851 0.15912735 0.12618315 -0.24246417 -0.05778485 0.02275671 0.15912735 0.26261801 *** 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) = -0.2917018858 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) 1.05412482 0.70828329 1.12386985 -0.04785743 0.19705090 0.13396219 0.70828329 1.00760388 0.54891231 0.04091576 0.03601667 -0.25228160 1.12386985 0.54891231 1.56565267 0.17521257 0.54954725 -0.04505572 -0.04785743 0.04091576 0.17521257 0.42548623 0.13626895 0.02866300 0.19705090 0.03601667 0.54954725 0.13626895 0.83509826 0.17445288 0.13396219 -0.25228160 -0.04505572 0.02866300 0.17445288 0.25959843 *** 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) = -0.2910133956 Kirchhoff stress -0.31902E-01 -0.97574E-02 -0.75546E-01 -0.97574E-02 0.26205E-01 0.50876E-02 -0.75546E-01 0.50876E-02 -0.71307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03753057 0.70248999 1.13531066 -0.04591850 0.19487217 0.14202408 0.70248999 0.99514386 0.54695981 0.04028246 0.04259746 -0.26148700 1.13531066 0.54695981 1.60867981 0.19116208 0.57798048 -0.03078378 -0.04591850 0.04028246 0.19116208 0.42005307 0.14416424 0.03499674 0.19487217 0.04259746 0.57798048 0.14416424 0.84641889 0.19034669 0.14202408 -0.26148700 -0.03078378 0.03499674 0.19034669 0.25762169 *** 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) = -0.2903155623 Kirchhoff stress -0.32594E-01 -0.10585E-01 -0.78816E-01 -0.10585E-01 0.26291E-01 0.25826E-02 -0.78816E-01 0.25826E-02 -0.77355E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02009622 0.69623684 1.14637219 -0.04246824 0.19369383 0.15042443 0.69623684 0.98177709 0.54614738 0.03882041 0.04956058 -0.26983463 1.14637219 0.54614738 1.65257190 0.20763970 0.60604175 -0.01496790 -0.04246824 0.03882041 0.20763970 0.41418151 0.15238342 0.04174381 0.19369383 0.04956058 0.60604175 0.15238342 0.85737332 0.20676865 0.15042443 -0.26983463 -0.01496790 0.04174381 0.20676865 0.25680170 *** 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) = -0.2896116465 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) 1.00128709 0.68973852 1.15685286 -0.03788655 0.19321582 0.15915786 0.68973852 0.96836533 0.54664052 0.03645408 0.05683002 -0.27694581 1.15685286 0.54664052 1.69719055 0.22455198 0.63356776 0.00244142 -0.03788655 0.03645408 0.22455198 0.40809025 0.16092394 0.04882838 0.19321582 0.05683002 0.63356776 0.16092394 0.86776188 0.22362323 0.15915786 -0.27694581 0.00244142 0.04882838 0.22362323 0.25730933 *** 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) = -0.2889048919 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) 0.98075910 0.68320503 1.16653011 -0.03281887 0.19307878 0.16820846 0.68320503 0.95578978 0.54859409 0.03300622 0.06437157 -0.28239735 1.16653011 0.54859409 1.74236689 0.24180350 0.66040139 0.02142709 -0.03281887 0.03300622 0.24180350 0.40199433 0.16977300 0.05621563 0.19307878 0.06437157 0.66040139 0.16977300 0.87736395 0.24081228 0.16820846 -0.28239735 0.02142709 0.05621563 0.24081228 0.25930571 *** 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) = -0.2881985029 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) 0.95910681 0.67688164 1.17518004 -0.02792436 0.19289306 0.17754061 0.67688164 0.94512312 0.55217434 0.02834204 0.07213282 -0.28570220 1.17518004 0.55217434 1.78791256 0.25930332 0.68635735 0.04198297 -0.02792436 0.02834204 0.25930332 0.39613845 0.17889823 0.06385202 0.19289306 0.07213282 0.68635735 0.17889823 0.88595137 0.25824194 0.17754061 -0.28570220 0.04198297 0.06385202 0.25824194 0.26295709 *** 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) = -0.2874955977 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) 0.93663309 0.67102749 1.18261013 -0.02394263 0.19237774 0.18712460 0.67102749 0.93801462 0.55768973 0.02238469 0.08004701 -0.28614927 1.18261013 0.55768973 1.83373254 0.27691683 0.71126808 0.06419784 -0.02394263 0.02238469 0.27691683 0.39079003 0.18827293 0.07166985 0.19237774 0.08004701 0.71126808 0.18827293 0.89333665 0.27577491 0.18712460 -0.28614927 0.06419784 0.07166985 0.27577491 0.26858050 *** 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) = -0.2867991391 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) 0.91435828 0.66582003 1.18863262 -0.02141459 0.19131191 0.19690168 0.66582003 0.93575474 0.56528620 0.01514372 0.08807524 -0.28323799 1.18863262 0.56528620 1.87963264 0.29453233 0.73495433 0.08805658 -0.02141459 0.01514372 0.29453233 0.38613718 0.19784085 0.07962947 0.19131191 0.08807524 0.73495433 0.19784085 0.89934071 0.29329745 0.19690168 -0.28323799 0.08805658 0.07962947 0.29329745 0.27633272 *** 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) = -0.2861118572 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) 0.89305463 0.66145302 1.19315217 -0.02064601 0.18960474 0.20680553 0.66145302 0.93946567 0.57502374 0.00686516 0.09623530 -0.27669016 1.19315217 0.57502374 1.92544540 0.31208064 0.75729766 0.11349125 -0.02064601 0.00686516 0.31208064 0.38237602 0.20753707 0.08774788 0.18960474 0.09623530 0.75729766 0.20753707 0.90387088 0.31073917 0.20680553 -0.27669016 0.11349125 0.08774788 0.31073917 0.28627632 *** 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) = -0.2854361861 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) 0.87290443 0.65781962 1.19604191 -0.02186590 0.18718568 0.21671493 0.65781962 0.94905809 0.58685774 -0.00240397 0.10449599 -0.26653534 1.19604191 0.58685774 1.97096868 0.32944049 0.77812829 0.14041571 -0.02186590 -0.00240397 0.32944049 0.37940421 0.21724019 0.09599330 0.18718568 0.10449599 0.77812829 0.21724019 0.90680897 0.32797858 0.21671493 -0.26653534 0.14041571 0.09599330 0.32797858 0.29837188 *** 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) = -0.2847742401 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) 0.85453405 0.65480262 1.19725901 -0.02490848 0.18406798 0.22650959 0.65480262 0.96344929 0.60059348 -0.01247922 0.11285752 -0.25327897 1.19725901 0.60059348 2.01609875 0.34651166 0.79731053 0.16870559 -0.02490848 -0.01247922 0.34651166 0.37708329 0.22682788 0.10436477 0.18406798 0.11285752 0.79731053 0.22682788 0.90809886 0.34491610 0.22650959 -0.25327897 0.16870559 0.10436477 0.34491610 0.31240373 *** 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) = -0.2841278491 Kirchhoff stress -0.31465E-01 -0.20140E-01 -0.10151E+00 -0.20140E-01 0.22668E-01 -0.28035E-01 -0.10151E+00 -0.28035E-01 -0.13363E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83774525 0.65219793 1.19675975 -0.02949222 0.18025823 0.23600456 0.65219793 0.98000340 0.61566703 -0.02299885 0.12134831 -0.23818979 1.19675975 0.61566703 2.06050753 0.36323454 0.81471283 0.19802770 -0.02949222 -0.02299885 0.36323454 0.37519920 0.23611116 0.11288995 0.18025823 0.12134831 0.81471283 0.23611116 0.90770002 0.36149365 0.23600456 -0.23818979 0.19802770 0.11288995 0.36149365 0.32779904 *** 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) = -0.2834986599 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) 0.82228942 0.64968066 1.19455014 -0.03527374 0.17576965 0.24503802 0.64968066 0.99511106 0.63160999 -0.03386508 0.12993098 -0.22261633 1.19455014 0.63160999 2.10406430 0.37948312 0.83016867 0.22818416 -0.03527374 -0.03386508 0.37948312 0.37340694 0.24492292 0.12153039 0.17576965 0.12993098 0.83016867 0.24492292 0.90561465 0.37758739 0.24503802 -0.22261633 0.22818416 0.12153039 0.37758739 0.34407017 *** 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) = -0.2828882864 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) 0.80801407 0.64699078 1.19065777 -0.04180749 0.17060467 0.25346442 0.64699078 1.00481211 0.64774890 -0.04474952 0.13864924 -0.20821249 1.19065777 0.64774890 2.14655837 0.39518070 0.84356194 0.25882571 -0.04180749 -0.04474952 0.39518070 0.37142884 0.25311207 0.13032898 0.17060467 0.13864924 0.84356194 0.25311207 0.90187061 0.39312340 0.25346442 -0.20821249 0.25882571 0.13032898 0.39312340 0.36052730 *** 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) = -0.2822984727 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) 0.79456736 0.64400620 1.18517151 -0.04869377 0.16470806 0.26117388 0.64400620 1.00619155 0.66366388 -0.05523755 0.14752400 -0.19616350 1.18517151 0.66366388 2.18781207 0.41025188 0.85474481 0.28972632 -0.04869377 -0.05523755 0.41025188 0.36911460 0.26056408 0.13930539 0.16470806 0.14752400 0.85474481 0.26056408 0.89654408 0.40802926 0.26117388 -0.19616350 0.28972632 0.13930539 0.40802926 0.37672322 *** 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) = -0.2817312224 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) 0.78230499 0.64066559 1.17820767 -0.05555073 0.15801009 0.26811691 0.64066559 0.99797807 0.67926145 -0.06510425 0.15653430 -0.18687581 1.17820767 0.67926145 2.22772924 0.42456972 0.86356641 0.32082920 -0.05555073 -0.06510425 0.42456972 0.36639170 0.26722686 0.14843801 0.15801009 0.15653430 0.86356641 0.26722686 0.88975224 0.42218128 0.26811691 -0.18687581 0.32082920 0.14843801 0.42218128 0.39255522 *** 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) = -0.2811888513 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) 0.77167381 0.63707872 1.17058010 -0.06230164 0.15116817 0.27419143 0.63707872 0.98065206 0.69455469 -0.07387274 0.16572971 -0.18028800 1.17058010 0.69455469 2.26673168 0.43799523 0.87050875 0.35196525 -0.06230164 -0.07387274 0.43799523 0.36336131 0.27299820 0.15777557 0.15116817 0.16572971 0.87050875 0.27299820 0.88230665 0.43544359 0.27419143 -0.18028800 0.35196525 0.15777557 0.43544359 0.40803009 *** 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) = -0.2806738980 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) 0.76342564 0.63339747 1.16279882 -0.06884135 0.14449017 0.27934755 0.63339747 0.95615897 0.70981246 -0.08134955 0.17509489 -0.17571967 1.16279882 0.70981246 2.30492358 0.45033280 0.87579018 0.38302109 -0.06884135 -0.08134955 0.45033280 0.36017208 0.27783048 0.16730091 0.14449017 0.17509489 0.87579018 0.27783048 0.87471379 0.44762342 0.27934755 -0.17571967 0.38302109 0.16730091 0.44762342 0.42341651 *** 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) = -0.2801889897 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) 0.75751519 0.62994511 1.15497184 -0.07514493 0.13773779 0.28352129 0.62994511 0.92746338 0.72557605 -0.08750950 0.18469308 -0.17230952 1.15497184 0.72557605 2.34238681 0.46135589 0.87939472 0.41383655 -0.07514493 -0.08750950 0.46135589 0.35715207 0.28166389 0.17707492 0.13773779 0.18469308 0.87939472 0.28166389 0.86708148 0.45849678 0.28352129 -0.17230952 0.41383655 0.17707492 0.45849678 0.43926404 *** 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) = -0.2797367318 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) 0.75379825 0.62692506 1.14694998 -0.08110546 0.13053568 0.28681156 0.62692506 0.89757946 0.74216045 -0.09228247 0.19445162 -0.16904948 1.14694998 0.74216045 2.37883286 0.47105506 0.88113558 0.44444491 -0.08110546 -0.09228247 0.47105506 0.35450847 0.28460265 0.18702196 0.13053568 0.19445162 0.88113558 0.28460265 0.85925572 0.46805623 0.28681156 -0.16904948 0.44444491 0.18702196 0.46805623 0.45589479 *** 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) = -0.2793196083 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) 0.75185370 0.62435982 1.13844388 -0.08672227 0.12244244 0.28931235 0.62435982 0.86854954 0.75984489 -0.09603186 0.20423295 -0.16496667 1.13844388 0.75984489 2.41386899 0.47945879 0.88072969 0.47491350 -0.08672227 -0.09603186 0.47945879 0.35226503 0.28674625 0.19700096 0.12244244 0.20423295 0.88072969 0.28674625 0.85093792 0.47633168 0.28931235 -0.16496667 0.47491350 0.19700096 0.47633168 0.47359218 *** 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) = -0.2789399145 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) 0.75142446 0.62225727 1.12902903 -0.09191239 0.11297434 0.29107239 0.62225727 0.84182855 0.77880389 -0.09914729 0.21391120 -0.15931360 1.12902903 0.77880389 2.44695148 0.48665159 0.87784840 0.50526413 -0.09191239 -0.09914729 0.48665159 0.35043428 0.28814881 0.20688263 0.11297434 0.21391120 0.87784840 0.28814881 0.84169786 0.48340865 0.29107239 -0.15931360 0.50526413 0.20688263 0.48340865 0.49253820 *** 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) = -0.2785997184 Kirchhoff stress -0.15046E-01 -0.31996E-01 -0.10684E+00 -0.31996E-01 0.13818E-01 -0.71742E-01 -0.10684E+00 -0.71742E-01 -0.18631E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75181022 0.62062955 1.11812871 -0.09667007 0.10166055 0.29213153 0.62062955 0.81904430 0.79915737 -0.10182427 0.22339857 -0.15143580 1.11812871 0.79915737 2.47736030 0.49271530 0.87214085 0.53548074 -0.09667007 -0.10182427 0.49271530 0.34903234 0.28885512 0.21657586 0.10166055 0.22339857 0.87214085 0.28885512 0.83095309 0.48936956 0.29213153 -0.15143580 0.53548074 0.21657586 0.48936956 0.51285918 *** 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) = -0.2783008316 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) 0.75236084 0.61950593 1.10515092 -0.10094749 0.08806617 0.29247637 0.61950593 0.80163112 0.82099766 -0.10415117 0.23260306 -0.14083523 1.10515092 0.82099766 2.50446191 0.49776291 0.86321975 0.56558176 -0.10094749 -0.10415117 0.49776291 0.34809219 0.28885602 0.22598603 0.08806617 0.23260306 0.86321975 0.28885602 0.81810689 0.49432784 0.29247637 -0.14083523 0.56558176 0.22598603 0.49432784 0.53465307 *** 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) = -0.2780448066 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) 0.75283922 0.61888570 1.08957301 -0.10463407 0.07190439 0.29205953 0.61888570 0.78732257 0.84401737 -0.10636705 0.24138982 -0.12822086 1.08957301 0.84401737 2.52755267 0.50188378 0.85077780 0.59544332 -0.10463407 -0.10636705 0.50188378 0.34761651 0.28810769 0.23497695 0.07190439 0.24138982 0.85077780 0.28810769 0.80263434 0.49837307 0.29205953 -0.12822086 0.59544332 0.23497695 0.49837307 0.55761721 *** 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) = -0.2778330345 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) 0.75265621 0.61870736 1.07109024 -0.10781983 0.05317612 0.29083915 0.61870736 0.77530030 0.86809157 -0.10854949 0.24967683 -0.11379166 1.07109024 0.86809157 2.54621039 0.50515055 0.83469281 0.62504926 -0.10781983 -0.10854949 0.50515055 0.34754658 0.28657072 0.24346679 0.05317612 0.24967683 0.83469281 0.28657072 0.78423127 0.50157794 0.29083915 -0.11379166 0.62504926 0.24346679 0.50157794 0.58163001 *** 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) = -0.2776667867 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) 0.75218839 0.61895047 1.04973086 -0.11043651 0.03220575 0.28877141 0.61895047 0.76600413 0.89324600 -0.11072139 0.25737233 -0.09729185 1.04973086 0.89324600 2.56031214 0.50760283 0.81508602 0.65442706 -0.11043651 -0.11072139 0.50760283 0.34786619 0.28420339 0.25136568 0.03220575 0.25737233 0.81508602 0.28420339 0.76293007 0.50398201 0.28877141 -0.09729185 0.65442706 0.25136568 0.50398201 0.60672159 *** 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) = -0.2775471606 Kirchhoff stress -0.52373E-02 -0.34288E-01 -0.10007E+00 -0.34288E-01 0.35483E-02 -0.89652E-01 -0.10007E+00 -0.89652E-01 -0.19756E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75158080 0.61942552 1.02586912 -0.11249494 0.00966441 0.28578675 0.61942552 0.75947661 0.91939762 -0.11269051 0.26443626 -0.07867103 1.02586912 0.91939762 2.57000384 0.50929094 0.79237704 0.68355910 -0.11249494 -0.11269051 0.50929094 0.34839106 0.28093765 0.25863703 0.00966441 0.26443626 0.79237704 0.28093765 0.73911212 0.50563554 0.28578675 -0.07867103 0.68355910 0.25863703 0.50563554 0.63281378 *** 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) = -0.2774750122 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) 0.75145450 0.61976439 1.00013710 -0.11375549 -0.01350818 0.28176699 0.61976439 0.75500472 0.94622224 -0.11385747 0.27095374 -0.05830044 1.00013710 0.94622224 2.57559995 0.51030793 0.76722374 0.71227501 -0.11375549 -0.11385747 0.51030793 0.34875358 0.27665566 0.26537012 -0.01350818 0.27095374 0.76722374 0.27665566 0.71341325 0.50663163 0.28176699 -0.05830044 0.71227501 0.26537012 0.50663163 0.65958150 *** 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) = -0.2774508979 Kirchhoff stress -0.89897E-03 -0.34498E-01 -0.95405E-01 -0.34498E-01 -0.89897E-03 -0.95405E-01 -0.95405E-01 -0.95405E-01 -0.19865E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75244207 0.61988612 0.97333358 -0.11420474 -0.03641228 0.27678268 0.61988612 0.75244207 0.97333358 -0.11420474 0.27678268 -0.03641228 0.97333358 0.97333358 2.57742470 0.51065009 0.74031896 0.74031896 -0.11420474 -0.11420474 0.51065009 0.34888414 0.27142724 0.27142724 -0.03641228 0.27678268 0.74031896 0.27142724 0.68664823 0.50696683 0.27678268 -0.03641228 0.74031896 0.27142724 0.50696683 0.68664823 *** 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) = -0.2774750122 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) 0.75500472 0.61976439 0.94622224 -0.11385747 -0.05830044 0.27095374 0.61976439 0.75145450 1.00013710 -0.11375549 0.28176699 -0.01350818 0.94622224 1.00013710 2.57559995 0.51030793 0.71227501 0.76722374 -0.11385747 -0.11375549 0.51030793 0.34875358 0.26537012 0.27665566 -0.05830044 0.28176699 0.71227501 0.26537012 0.65958150 0.50663163 0.27095374 -0.01350818 0.76722374 0.27665566 0.50663163 0.71341325 *** 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) = -0.2775471606 Kirchhoff stress 0.35483E-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) 0.75947661 0.61942552 0.91939762 -0.11269051 -0.07867103 0.26443626 0.61942552 0.75158080 1.02586912 -0.11249494 0.28578675 0.00966441 0.91939762 1.02586912 2.57000384 0.50929094 0.68355910 0.79237704 -0.11269051 -0.11249494 0.50929094 0.34839106 0.25863703 0.28093765 -0.07867103 0.28578675 0.68355910 0.25863703 0.63281378 0.50563554 0.26443626 0.00966441 0.79237704 0.28093765 0.50563554 0.73911212 *** 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) = -0.2776667867 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) 0.76600413 0.61895047 0.89324600 -0.11072139 -0.09729185 0.25737233 0.61895047 0.75218839 1.04973086 -0.11043651 0.28877141 0.03220575 0.89324600 1.04973086 2.56031214 0.50760283 0.65442706 0.81508602 -0.11072139 -0.11043651 0.50760283 0.34786619 0.25136568 0.28420339 -0.09729185 0.28877141 0.65442706 0.25136568 0.60672159 0.50398201 0.25737233 0.03220575 0.81508602 0.28420339 0.50398201 0.76293007 *** 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) = -0.2778330345 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) 0.77530030 0.61870736 0.86809157 -0.10854949 -0.11379166 0.24967683 0.61870736 0.75265621 1.07109024 -0.10781983 0.29083915 0.05317612 0.86809157 1.07109024 2.54621039 0.50515055 0.62504926 0.83469281 -0.10854949 -0.10781983 0.50515055 0.34754658 0.24346679 0.28657072 -0.11379166 0.29083915 0.62504926 0.24346679 0.58163001 0.50157794 0.24967683 0.05317612 0.83469281 0.28657072 0.50157794 0.78423127 *** 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) = -0.2780448066 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) 0.78732257 0.61888570 0.84401737 -0.10636705 -0.12822086 0.24138982 0.61888570 0.75283922 1.08957301 -0.10463407 0.29205953 0.07190439 0.84401737 1.08957301 2.52755267 0.50188378 0.59544332 0.85077780 -0.10636705 -0.10463407 0.50188378 0.34761651 0.23497695 0.28810769 -0.12822086 0.29205953 0.59544332 0.23497695 0.55761721 0.49837307 0.24138982 0.07190439 0.85077780 0.28810769 0.49837307 0.80263434 *** 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) = -0.2783008316 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) 0.80163112 0.61950593 0.82099766 -0.10415117 -0.14083523 0.23260306 0.61950593 0.75236084 1.10515092 -0.10094749 0.29247637 0.08806617 0.82099766 1.10515092 2.50446191 0.49776291 0.56558176 0.86321975 -0.10415117 -0.10094749 0.49776291 0.34809219 0.22598603 0.28885602 -0.14083523 0.29247637 0.56558176 0.22598603 0.53465307 0.49432784 0.23260306 0.08806617 0.86321975 0.28885602 0.49432784 0.81810689 *** 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) = -0.2785997184 Kirchhoff stress 0.13818E-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) 0.81904430 0.62062955 0.79915737 -0.10182427 -0.15143580 0.22339857 0.62062955 0.75181022 1.11812871 -0.09667007 0.29213153 0.10166055 0.79915737 1.11812871 2.47736030 0.49271530 0.53548074 0.87214085 -0.10182427 -0.09667007 0.49271530 0.34903234 0.21657586 0.28885512 -0.15143580 0.29213153 0.53548074 0.21657586 0.51285918 0.48936956 0.22339857 0.10166055 0.87214085 0.28885512 0.48936956 0.83095309 *** 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) = -0.2789399145 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) 0.84182855 0.62225727 0.77880389 -0.09914729 -0.15931360 0.21391120 0.62225727 0.75142446 1.12902903 -0.09191239 0.29107239 0.11297434 0.77880389 1.12902903 2.44695148 0.48665159 0.50526413 0.87784840 -0.09914729 -0.09191239 0.48665159 0.35043428 0.20688263 0.28814881 -0.15931360 0.29107239 0.50526413 0.20688263 0.49253820 0.48340865 0.21391120 0.11297434 0.87784840 0.28814881 0.48340865 0.84169786 *** 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) = -0.2793196083 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) 0.86854954 0.62435982 0.75984489 -0.09603186 -0.16496667 0.20423295 0.62435982 0.75185370 1.13844388 -0.08672227 0.28931235 0.12244244 0.75984489 1.13844388 2.41386899 0.47945879 0.47491350 0.88072969 -0.09603186 -0.08672227 0.47945879 0.35226503 0.19700096 0.28674625 -0.16496667 0.28931235 0.47491350 0.19700096 0.47359218 0.47633168 0.20423295 0.12244244 0.88072969 0.28674625 0.47633168 0.85093792 *** 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) = -0.2797367318 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) 0.89757946 0.62692506 0.74216045 -0.09228247 -0.16904948 0.19445162 0.62692506 0.75379825 1.14694998 -0.08110546 0.28681156 0.13053568 0.74216045 1.14694998 2.37883286 0.47105506 0.44444491 0.88113558 -0.09228247 -0.08110546 0.47105506 0.35450847 0.18702196 0.28460265 -0.16904948 0.28681156 0.44444491 0.18702196 0.45589479 0.46805623 0.19445162 0.13053568 0.88113558 0.28460265 0.46805623 0.85925572 *** 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) = -0.2801889897 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) 0.92746338 0.62994511 0.72557605 -0.08750950 -0.17230952 0.18469308 0.62994511 0.75751519 1.15497184 -0.07514493 0.28352129 0.13773779 0.72557605 1.15497184 2.34238681 0.46135589 0.41383655 0.87939472 -0.08750950 -0.07514493 0.46135589 0.35715207 0.17707492 0.28166389 -0.17230952 0.28352129 0.41383655 0.17707492 0.43926404 0.45849678 0.18469308 0.13773779 0.87939472 0.28166389 0.45849678 0.86708148 *** 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) = -0.2806738980 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) 0.95615897 0.63339747 0.70981246 -0.08134955 -0.17571967 0.17509489 0.63339747 0.76342564 1.16279882 -0.06884135 0.27934755 0.14449017 0.70981246 1.16279882 2.30492358 0.45033280 0.38302109 0.87579018 -0.08134955 -0.06884135 0.45033280 0.36017208 0.16730091 0.27783048 -0.17571967 0.27934755 0.38302109 0.16730091 0.42341651 0.44762342 0.17509489 0.14449017 0.87579018 0.27783048 0.44762342 0.87471379 *** 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) = -0.2811888513 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) 0.98065206 0.63707872 0.69455469 -0.07387274 -0.18028800 0.16572971 0.63707872 0.77167381 1.17058010 -0.06230164 0.27419143 0.15116817 0.69455469 1.17058010 2.26673168 0.43799523 0.35196525 0.87050875 -0.07387274 -0.06230164 0.43799523 0.36336131 0.15777557 0.27299820 -0.18028800 0.27419143 0.35196525 0.15777557 0.40803009 0.43544359 0.16572971 0.15116817 0.87050875 0.27299820 0.43544359 0.88230665 *** 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) = -0.2817312224 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) 0.99797807 0.64066559 0.67926145 -0.06510425 -0.18687581 0.15653430 0.64066559 0.78230499 1.17820767 -0.05555073 0.26811691 0.15801009 0.67926145 1.17820767 2.22772924 0.42456972 0.32082920 0.86356641 -0.06510425 -0.05555073 0.42456972 0.36639170 0.14843801 0.26722686 -0.18687581 0.26811691 0.32082920 0.14843801 0.39255522 0.42218128 0.15653430 0.15801009 0.86356641 0.26722686 0.42218128 0.88975224 *** 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) = -0.2822984727 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) 1.00619155 0.64400620 0.66366388 -0.05523755 -0.19616350 0.14752400 0.64400620 0.79456736 1.18517151 -0.04869377 0.26117388 0.16470806 0.66366388 1.18517151 2.18781207 0.41025188 0.28972632 0.85474481 -0.05523755 -0.04869377 0.41025188 0.36911460 0.13930539 0.26056408 -0.19616350 0.26117388 0.28972632 0.13930539 0.37672322 0.40802926 0.14752400 0.16470806 0.85474481 0.26056408 0.40802926 0.89654408 *** 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) = -0.2828882864 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) 1.00481211 0.64699078 0.64774890 -0.04474952 -0.20821249 0.13864924 0.64699078 0.80801407 1.19065777 -0.04180749 0.25346442 0.17060467 0.64774890 1.19065777 2.14655837 0.39518070 0.25882571 0.84356194 -0.04474952 -0.04180749 0.39518070 0.37142884 0.13032898 0.25311207 -0.20821249 0.25346442 0.25882571 0.13032898 0.36052730 0.39312340 0.13864924 0.17060467 0.84356194 0.25311207 0.39312340 0.90187061 *** 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) = -0.2834986599 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) 0.99511106 0.64968066 0.63160999 -0.03386508 -0.22261633 0.12993098 0.64968066 0.82228942 1.19455014 -0.03527374 0.24503802 0.17576965 0.63160999 1.19455014 2.10406430 0.37948312 0.22818416 0.83016867 -0.03386508 -0.03527374 0.37948312 0.37340694 0.12153039 0.24492292 -0.22261633 0.24503802 0.22818416 0.12153039 0.34407017 0.37758739 0.12993098 0.17576965 0.83016867 0.24492292 0.37758739 0.90561465 *** 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) = -0.2841278491 Kirchhoff stress 0.22668E-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) 0.98000340 0.65219793 0.61566703 -0.02299885 -0.23818979 0.12134831 0.65219793 0.83774525 1.19675975 -0.02949222 0.23600456 0.18025823 0.61566703 1.19675975 2.06050753 0.36323454 0.19802770 0.81471283 -0.02299885 -0.02949222 0.36323454 0.37519920 0.11288995 0.23611116 -0.23818979 0.23600456 0.19802770 0.11288995 0.32779904 0.36149365 0.12134831 0.18025823 0.81471283 0.23611116 0.36149365 0.90770002 *** 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) = -0.2847742401 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) 0.96344929 0.65480262 0.60059348 -0.01247922 -0.25327897 0.11285752 0.65480262 0.85453405 1.19725901 -0.02490848 0.22650959 0.18406798 0.60059348 1.19725901 2.01609875 0.34651166 0.16870559 0.79731053 -0.01247922 -0.02490848 0.34651166 0.37708329 0.10436477 0.22682788 -0.25327897 0.22650959 0.16870559 0.10436477 0.31240373 0.34491610 0.11285752 0.18406798 0.79731053 0.22682788 0.34491610 0.90809886 *** 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) = -0.2854361861 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) 0.94905809 0.65781962 0.58685774 -0.00240397 -0.26653534 0.10449599 0.65781962 0.87290443 1.19604191 -0.02186590 0.21671493 0.18718568 0.58685774 1.19604191 1.97096868 0.32944049 0.14041571 0.77812829 -0.00240397 -0.02186590 0.32944049 0.37940421 0.09599330 0.21724019 -0.26653534 0.21671493 0.14041571 0.09599330 0.29837188 0.32797858 0.10449599 0.18718568 0.77812829 0.21724019 0.32797858 0.90680897 *** 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) = -0.2861118572 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) 0.93946567 0.66145302 0.57502374 0.00686516 -0.27669016 0.09623530 0.66145302 0.89305463 1.19315217 -0.02064601 0.20680553 0.18960474 0.57502374 1.19315217 1.92544540 0.31208064 0.11349125 0.75729766 0.00686516 -0.02064601 0.31208064 0.38237602 0.08774788 0.20753707 -0.27669016 0.20680553 0.11349125 0.08774788 0.28627632 0.31073917 0.09623530 0.18960474 0.75729766 0.20753707 0.31073917 0.90387088 *** 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) = -0.2867991391 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) 0.93575474 0.66582003 0.56528620 0.01514372 -0.28323799 0.08807524 0.66582003 0.91435828 1.18863262 -0.02141459 0.19690168 0.19131191 0.56528620 1.18863262 1.87963264 0.29453233 0.08805658 0.73495433 0.01514372 -0.02141459 0.29453233 0.38613718 0.07962947 0.19784085 -0.28323799 0.19690168 0.08805658 0.07962947 0.27633272 0.29329745 0.08807524 0.19131191 0.73495433 0.19784085 0.29329745 0.89934071 *** 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) = -0.2874955977 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) 0.93801462 0.67102749 0.55768973 0.02238469 -0.28614927 0.08004701 0.67102749 0.93663309 1.18261013 -0.02394263 0.18712460 0.19237774 0.55768973 1.18261013 1.83373254 0.27691683 0.06419784 0.71126808 0.02238469 -0.02394263 0.27691683 0.39079003 0.07166985 0.18827293 -0.28614927 0.18712460 0.06419784 0.07166985 0.26858050 0.27577491 0.08004701 0.19237774 0.71126808 0.18827293 0.27577491 0.89333665 *** 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) = -0.2881985029 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) 0.94512312 0.67688164 0.55217434 0.02834204 -0.28570220 0.07213282 0.67688164 0.95910681 1.17518004 -0.02792436 0.17754061 0.19289306 0.55217434 1.17518004 1.78791256 0.25930332 0.04198297 0.68635735 0.02834204 -0.02792436 0.25930332 0.39613845 0.06385202 0.17889823 -0.28570220 0.17754061 0.04198297 0.06385202 0.26295709 0.25824194 0.07213282 0.19289306 0.68635735 0.17889823 0.25824194 0.88595137 *** 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) = -0.2889048919 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) 0.95578978 0.68320503 0.54859409 0.03300622 -0.28239735 0.06437157 0.68320503 0.98075910 1.16653011 -0.03281887 0.16820846 0.19307878 0.54859409 1.16653011 1.74236689 0.24180350 0.02142709 0.66040139 0.03300622 -0.03281887 0.24180350 0.40199433 0.05621563 0.16977300 -0.28239735 0.16820846 0.02142709 0.05621563 0.25930571 0.24081228 0.06437157 0.19307878 0.66040139 0.16977300 0.24081228 0.87736395 *** 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) = -0.2896116465 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) 0.96836533 0.68973852 0.54664052 0.03645408 -0.27694581 0.05683002 0.68973852 1.00128709 1.15685286 -0.03788655 0.15915786 0.19321582 0.54664052 1.15685286 1.69719055 0.22455198 0.00244142 0.63356776 0.03645408 -0.03788655 0.22455198 0.40809025 0.04882838 0.16092394 -0.27694581 0.15915786 0.00244142 0.04882838 0.25730933 0.22362323 0.05683002 0.19321582 0.63356776 0.16092394 0.22362323 0.86776188 *** 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) = -0.2903155623 Kirchhoff stress 0.26291E-01 -0.10585E-01 0.25826E-02 -0.10585E-01 -0.32594E-01 -0.78816E-01 0.25826E-02 -0.78816E-01 -0.77355E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98177709 0.69623684 0.54614738 0.03882041 -0.26983463 0.04956058 0.69623684 1.02009622 1.14637219 -0.04246824 0.15042443 0.19369383 0.54614738 1.14637219 1.65257190 0.20763970 -0.01496790 0.60604175 0.03882041 -0.04246824 0.20763970 0.41418151 0.04174381 0.15238342 -0.26983463 0.15042443 -0.01496790 0.04174381 0.25680170 0.20676865 0.04956058 0.19369383 0.60604175 0.15238342 0.20676865 0.85737332 *** 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) = -0.2910133956 Kirchhoff stress 0.26205E-01 -0.97574E-02 0.50876E-02 -0.97574E-02 -0.31902E-01 -0.75546E-01 0.50876E-02 -0.75546E-01 -0.71307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99514386 0.70248999 0.54695981 0.04028246 -0.26148700 0.04259746 0.70248999 1.03753057 1.13531066 -0.04591850 0.14202408 0.19487217 0.54695981 1.13531066 1.60867981 0.19116208 -0.03078378 0.57798048 0.04028246 -0.04591850 0.19116208 0.42005307 0.03499674 0.14416424 -0.26148700 0.14202408 -0.03078378 0.03499674 0.25762169 0.19034669 0.04259746 0.19487217 0.57798048 0.14416424 0.19034669 0.84641889 *** 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) = -0.2917018858 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) 1.00760388 0.70828329 0.54891231 0.04091576 -0.25228160 0.03601667 0.70828329 1.05412482 1.12386985 -0.04785743 0.13396219 0.19705090 0.54891231 1.12386985 1.56565267 0.17521257 -0.04505572 0.54954725 0.04091576 -0.04785743 0.17521257 0.42548623 0.02866300 0.13626895 -0.25228160 0.13396219 -0.04505572 0.02866300 0.25959843 0.17445288 0.03601667 0.19705090 0.54954725 0.13626895 0.17445288 0.83509826 *** 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) = -0.2923777611 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) 1.01897599 0.71354710 0.55189437 0.04095179 -0.24246417 0.02983363 0.71354710 1.07032830 1.11212861 -0.04815190 0.12618315 0.20024042 0.55189437 1.11212861 1.52363186 0.15983013 -0.05778485 0.52084875 0.04095179 -0.04815190 0.15983013 0.43040859 0.02275671 0.12863935 -0.24246417 0.12618315 -0.05778485 0.02275671 0.26261801 0.15912735 0.02983363 0.20024042 0.52084875 0.12863935 0.15912735 0.82348851 *** 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) = -0.2930377470 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) 1.02890990 0.71820734 0.55582646 0.04048272 -0.23220189 0.02407108 0.71820734 1.08608011 1.10002742 -0.04699419 0.11860207 0.20406057 0.55582646 1.10002742 1.48269411 0.14504642 -0.06897697 0.49191714 0.04048272 -0.04699419 0.14504642 0.43473450 0.01729743 0.12118835 -0.23220189 0.11860207 -0.06897697 0.01729743 0.26659026 0.14440178 0.02407108 0.20406057 0.49191714 0.12118835 0.14440178 0.81151803 *** 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) = -0.2936785988 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) 1.03753877 0.72231101 0.56064470 0.03967037 -0.22160366 0.01873745 0.72231101 1.10055746 1.08735199 -0.04477818 0.11108350 0.20769762 0.56064470 1.08735199 1.44293992 0.13085928 -0.07865156 0.46274529 0.03967037 -0.04477818 0.13085928 0.43850996 0.01228905 0.11377855 -0.22160366 0.11108350 -0.07865156 0.01228905 0.27145373 0.13027317 0.01873745 0.20769762 0.46274529 0.11377855 0.13027317 0.79897003 *** 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) = -0.2942971725 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) 1.04490073 0.72589336 0.56633052 0.03858463 -0.21069893 0.01382981 0.72589336 1.11204822 1.07374972 -0.04207427 0.10348967 0.20999429 0.56633052 1.07374972 1.40445679 0.11724163 -0.08679920 0.43325999 0.03858463 -0.04207427 0.11724163 0.44176179 0.00772267 0.10627064 -0.21069893 0.10348967 -0.08679920 0.00772267 0.27718678 0.11671293 0.01382981 0.20999429 0.43325999 0.10627064 0.11671293 0.78548086 *** 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) = -0.2948905297 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) 1.05096050 0.72900165 0.57282061 0.03723397 -0.19956351 0.00935794 0.72900165 1.11868877 1.05888298 -0.03942877 0.09571195 0.20974475 0.57282061 1.05888298 1.36732914 0.10419267 -0.09345099 0.40341186 0.03723397 -0.03942877 0.10419267 0.44452842 0.00360157 0.09855496 -0.19956351 0.09571195 -0.09345099 0.00360157 0.28372344 0.10371863 0.00935794 0.20974475 0.40341186 0.09855496 0.10371863 0.77070097 *** 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) = -0.2954560546 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) 1.05610877 0.73187660 0.58015933 0.03576738 -0.18817346 0.00533015 0.73187660 1.11922906 1.04253325 -0.03711679 0.08772270 0.20599422 0.58015933 1.04253325 1.33159388 0.09172293 -0.09858404 0.37315619 0.03576738 -0.03711679 0.09172293 0.44700493 -0.00007264 0.09060364 -0.18817346 0.08772270 -0.09858404 -0.00007264 0.29106691 0.09129948 0.00533015 0.20599422 0.37315619 0.09060364 0.09129948 0.75436250 *** 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) = -0.2959915467 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 -0.28970E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06031225 0.73451038 0.58826349 0.03417251 -0.17649036 0.00174450 0.73451038 1.11337490 1.02455325 -0.03527422 0.07956626 0.19830874 0.58826349 1.02455325 1.29735173 0.07986303 -0.10214202 0.34254999 0.03417251 -0.03527422 0.07986303 0.44928712 -0.00330437 0.08245986 -0.17649036 0.07956626 -0.10214202 -0.00330437 0.29924145 0.07948564 0.00174450 0.19830874 0.34254999 0.08245986 0.07948564 0.73642020 *** 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) = -0.2964952549 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) 1.06458310 0.73713307 0.59779797 0.03239353 -0.16383194 -0.00144982 0.73713307 1.10242853 1.00518309 -0.03378885 0.07137186 0.18684056 0.59779797 1.00518309 1.26520150 0.06860221 -0.10358618 0.31166528 0.03239353 -0.03378885 0.06860221 0.45153644 -0.00614838 0.07425355 -0.16383194 0.07137186 -0.10358618 -0.00614838 0.30884035 0.06826632 -0.00144982 0.18684056 0.31166528 0.07425355 0.06826632 0.71704256 *** 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) = -0.2969657869 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) 1.06953963 0.73983298 0.60921148 0.03037484 -0.14969894 -0.00428402 0.73983298 1.08847584 0.98469630 -0.03246663 0.06328792 0.17218852 0.60921148 0.98469630 1.23571214 0.05796607 -0.10246372 0.28063043 0.03037484 -0.03246663 0.05796607 0.45384572 -0.00863646 0.06613234 -0.14969894 0.06328792 -0.10246372 -0.00863646 0.32031037 0.05766788 -0.00428402 0.17218852 0.28063043 0.06613234 0.05766788 0.69650651 *** 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) = -0.2974019969 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) 1.07489578 0.74271458 0.62223278 0.02822863 -0.13440708 -0.00669214 0.74271458 1.07341646 0.96340429 -0.03107557 0.05546769 0.15553499 0.62223278 0.96340429 1.20889239 0.04807068 -0.09895244 0.24979330 0.02822863 -0.03107557 0.04807068 0.45632664 -0.01070167 0.05824817 -0.13440708 0.05546769 -0.09895244 -0.01070167 0.33337777 0.04780743 -0.00669214 0.15553499 0.24979330 0.05824817 0.04780743 0.67513020 *** 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) = -0.2978029228 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) 1.08035557 0.74584801 0.63653733 0.02601817 -0.11833599 -0.00861208 0.74584801 1.05986887 0.94167881 -0.02942316 0.04801719 0.13781573 0.63653733 0.94167881 1.18465105 0.03900367 -0.09333166 0.21944611 0.02601817 -0.02942316 0.03900367 0.45905786 -0.01228001 0.05070538 -0.11833599 0.04801719 -0.09333166 -0.01228001 0.34771520 0.03877360 -0.00861208 0.13781573 0.21944611 0.05070538 0.03877360 0.65329392 *** 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) = -0.2981677214 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) 1.08562045 0.74920421 0.65190366 0.02371386 -0.10181354 -0.01001771 0.74920421 1.04956761 0.91995493 -0.02767550 0.04102553 0.11978169 0.65190366 0.91995493 1.16309916 0.03085184 -0.08582044 0.18981956 0.02371386 -0.02767550 0.03085184 0.46192422 -0.01334427 0.04359182 -0.10181354 0.04102553 -0.08582044 -0.01334427 0.36300279 0.03065390 -0.01001771 0.11978169 0.18981956 0.04359182 0.03065390 0.63134656 *** 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) = -0.2984956291 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) 1.08996583 0.75232863 0.66764442 0.02130564 -0.08544131 -0.01086545 0.75232863 1.04183886 0.89846034 -0.02570450 0.03453054 0.10212134 0.66764442 0.89846034 1.14378742 0.02367297 -0.07693898 0.16123094 0.02130564 -0.02570450 0.02367297 0.46461271 -0.01384696 0.03694176 -0.08544131 0.03453054 -0.07693898 -0.01384696 0.37868501 0.02350654 -0.01086545 0.10212134 0.16123094 0.03694176 0.02350654 0.60965866 *** 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) = -0.2987859691 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 -0.62625E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09292938 0.75521576 0.68324792 0.01893129 -0.06977887 -0.01114314 0.75521576 1.03725415 0.87756623 -0.02319506 0.02856583 0.08541621 0.68324792 0.87756623 1.12657809 0.01751300 -0.06718491 0.13396640 0.01893129 -0.02319506 0.01751300 0.46708869 -0.01377450 0.03078704 -0.06977887 0.02856583 -0.06718491 -0.01377450 0.39421191 0.01737751 -0.01114314 0.08541621 0.13396640 0.03078704 0.01737751 0.58857267 *** 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) = -0.2990381538 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) 1.09393258 0.75776064 0.69815287 0.01651305 -0.05537389 -0.01085542 0.75776064 1.03685353 0.85764384 -0.02025768 0.02314250 0.07020852 0.69815287 0.85764384 1.11122731 0.01238909 -0.05709305 0.10836143 0.01651305 -0.02025768 0.01238909 0.46925410 -0.01312997 0.02513739 -0.05537389 0.02314250 -0.05709305 -0.01312997 0.40902205 0.01228363 -0.01085542 0.07020852 0.10836143 0.02513739 0.01228363 0.56846716 *** 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) = -0.2992516891 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) 1.09270782 0.75999491 0.71189746 0.01409778 -0.04265909 -0.01003308 0.75999491 1.03821178 0.83866277 -0.01705345 0.01820554 0.05584176 0.71189746 0.83866277 1.09750828 0.00826071 -0.04715243 0.08459315 0.01409778 -0.01705345 0.00826071 0.47114737 -0.01194333 0.01993774 -0.04265909 0.01820554 -0.04715243 -0.01194333 0.42265628 0.00818357 -0.01003308 0.05584176 0.08459315 0.01993774 0.00818357 0.54931867 *** 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) = -0.2994262725 Kirchhoff stress 0.63185E-02 -0.30486E-03 0.86208E-02 -0.30486E-03 -0.56269E-02 -0.10447E-01 0.86208E-02 -0.10447E-01 -0.18696E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08904208 0.76183419 0.72420896 0.01158094 -0.03184731 -0.00872950 0.76183419 1.04026086 0.82080416 -0.01373255 0.01373559 0.04219432 0.72420896 0.82080416 1.08537512 0.00507444 -0.03768055 0.06290691 0.01158094 -0.01373255 0.00507444 0.47269063 -0.01026805 0.01517055 -0.03184731 0.01373559 -0.03768055 -0.01026805 0.43484790 0.00502282 -0.00872950 0.04219432 0.06290691 0.01517055 0.00502282 0.53131449 *** 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) = -0.2995618310 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) 1.08330265 0.76330684 0.73517941 0.00896063 -0.02276575 -0.00701447 0.76330684 1.04333412 0.80438515 -0.01029596 0.00971812 0.02959766 0.73517941 0.80438515 1.07510221 0.00274770 -0.02866330 0.04354061 0.00896063 -0.01029596 0.00274770 0.47392008 -0.00817440 0.01082514 -0.02276575 0.00971812 -0.02866330 -0.00817440 0.44569852 0.00271761 -0.00701447 0.02959766 0.04354061 0.01082514 0.00271761 0.51477884 *** 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) = -0.2996584601 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) 1.07607745 0.76438882 0.74522684 0.00617874 -0.01491759 -0.00495943 0.76438882 1.04767696 0.78964683 -0.00680830 0.00612154 0.01832766 0.74522684 0.78964683 1.06715844 0.00118363 -0.01977469 0.02664593 0.00617874 -0.00680830 0.00118363 0.47482018 -0.00573503 0.00687555 -0.01491759 0.00612154 -0.01977469 -0.00573503 0.45563819 0.00116990 -0.00495943 0.01832766 0.02664593 0.00687555 0.00116990 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) = -0.2997163331 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 -0.11034E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06814588 0.76504494 0.75500289 0.00319013 -0.00759155 -0.00261478 0.76504494 1.05339131 0.77666683 -0.00335223 0.00289831 0.00850554 0.75500289 0.77666683 1.06209185 0.00029012 -0.01045179 0.01221346 0.00319013 -0.00335223 0.00029012 0.47536350 -0.00300255 0.00328099 -0.00759155 0.00289831 -0.01045179 -0.00300255 0.46533107 0.00028663 -0.00261478 0.00850554 0.01221346 0.00328099 0.00028663 0.48694145 *** 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) = -0.2997356039 Kirchhoff stress 0.20242E-08 -0.87876E-16 0.10487E-15 -0.87876E-16 0.20242E-08 0.10682E-15 0.10517E-15 0.10697E-15 0.20242E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06034579 0.76526423 0.76526423 0.00000000 -0.00000000 0.00000000 0.76526423 1.06034579 0.76526423 0.00000000 0.00000000 -0.00000000 0.76526423 0.76526423 1.06034579 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.47554454 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.47554454 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.47554454 * CB-KIM calculation successfully completed