---------------------------------------------------------------------------- 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(bcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 2.00000 0.00000 0.00000 a2 = 0.00000 2.00000 0.00000 a3 = 1.00000 1.00000 1.00000 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 2.0000000000000000 0.0000000000000000 1.0000000000000000 0.0000000000000000 2.0000000000000000 1.0000000000000000 0.0000000000000000 0.0000000000000000 1.0000000000000000 *** WARNING: In mod_poten_kim/Calc_Local: maxncry was increased in getlats, which means that RijList_LC(:,:,1) is now too small. There may be a considerable wait as I rebuild the local neighbor lists. Relaxed lattice vectors 2.86827009949212419215 0.00000000000000000000 1.43413504974606209608 0.00000000000000000000 2.86827009949212419215 1.43413504974606209608 0.00000000000000000000 0.00000000000000000000 1.43413504974606209608 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 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) = -0.2961788604 Kirchhoff stress 0.24524E-12 -0.33816E-17 -0.11762E-17 -0.33816E-17 0.24525E-12 -0.14703E-17 -0.11762E-17 -0.16173E-17 0.24525E-12 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75517425 0.84262458 0.84262458 -0.00000000 -0.00000000 0.00000000 0.84262458 0.75517425 0.84262458 0.00000000 -0.00000000 0.00000000 0.84262458 0.84262458 0.75517425 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.54744893 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.54744893 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.54744893 *** step number: 1 *** 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) = -0.2959935148 Kirchhoff stress 0.12097E-03 0.14516E-02 -0.10523E-01 0.14516E-02 -0.32702E-02 0.11542E-01 -0.10523E-01 0.11542E-01 -0.64417E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84263756 0.84009088 0.81876394 -0.02737498 0.03123642 -0.06265641 0.84009088 0.67672892 0.86963641 0.01859526 0.05573341 -0.03723536 0.81876394 0.86963641 0.75469448 -0.00994922 0.05448221 -0.06113331 -0.02737498 0.01859526 -0.00994922 0.54499691 -0.06139814 0.05471558 0.03123642 0.05573341 0.05448221 -0.06139814 0.52393027 -0.00990372 -0.06265641 -0.03723536 -0.06113331 0.05471558 -0.00990372 0.57461720 *** step number: 2 *** 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) = -0.2954201730 Kirchhoff stress -0.32756E-02 0.55991E-02 -0.20608E-01 0.55991E-02 -0.93001E-02 0.24555E-01 -0.20608E-01 0.24555E-01 -0.26163E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95173020 0.83499088 0.80120414 -0.05936195 0.05752268 -0.12683618 0.83499088 0.61195028 0.89845362 0.02381921 0.10019166 -0.07625232 0.80120414 0.89845362 0.75431583 -0.03901477 0.10267363 -0.12796869 -0.05936195 0.02381921 -0.03901477 0.54031785 -0.12393474 0.09828320 0.05752268 0.10019166 0.10267363 -0.12393474 0.50713668 -0.03885256 -0.12683618 -0.07625232 -0.12796869 0.09828320 -0.03885256 0.60437367 *** step number: 3 *** 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) = -0.2943969552 Kirchhoff stress -0.10754E-01 0.11834E-01 -0.30946E-01 0.11834E-01 -0.16892E-01 0.39589E-01 -0.30946E-01 0.39589E-01 -0.60238E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11576039 0.83428356 0.79141782 -0.08850944 0.08327733 -0.18917395 0.83428356 0.62350022 0.93205718 0.01069277 0.13302768 -0.09902898 0.79141782 0.93205718 0.75570980 -0.08353129 0.14887579 -0.20033994 -0.08850944 0.01069277 -0.08353129 0.54100775 -0.18408893 0.13028942 0.08327733 0.13302768 0.14887579 -0.18408893 0.49870673 -0.08322573 -0.18917395 -0.09902898 -0.20033994 0.13028942 -0.08322573 0.64042269 *** step number: 4 *** 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) = -0.2927751991 Kirchhoff stress -0.23294E-01 0.19285E-01 -0.42185E-01 0.19285E-01 -0.23073E-01 0.57507E-01 -0.42185E-01 0.57507E-01 -0.11037E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32654892 0.83994391 0.78872840 -0.10468910 0.11534123 -0.25110656 0.83994391 0.76396017 0.97176102 -0.01391455 0.16079626 -0.09783472 0.78872840 0.97176102 0.76351613 -0.13654431 0.19965712 -0.27961349 -0.10468910 -0.01391455 -0.13654431 0.54900495 -0.24326792 0.15727070 0.11534123 0.16079626 0.19965712 -0.24326792 0.49766606 -0.13609147 -0.25110656 -0.09783472 -0.27961349 0.15727070 -0.13609147 0.68427861 *** step number: 5 *** 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) = -0.2903159926 Kirchhoff stress -0.40961E-01 0.27433E-01 -0.54756E-01 0.27433E-01 -0.26411E-01 0.78459E-01 -0.54756E-01 0.78459E-01 -0.18091E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49402405 0.83750960 0.79323748 -0.10525428 0.15817720 -0.31777557 0.83750960 0.86469291 1.00425064 -0.02902492 0.19291842 -0.13266938 0.79323748 1.00425064 0.78683815 -0.19292732 0.25773912 -0.36867294 -0.10525428 -0.02902492 -0.19292732 0.54888228 -0.30688016 0.18863005 0.15817720 0.19291842 0.25773912 -0.30688016 0.50382292 -0.19232768 -0.31777557 -0.13266938 -0.36867294 0.18863005 -0.19232768 0.72190708 *** step number: 6 *** 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) = -0.2868145177 Kirchhoff stress -0.62872E-01 0.36237E-01 -0.68986E-01 0.36237E-01 -0.29829E-01 0.10127E+00 -0.68986E-01 0.10127E+00 -0.27861E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.62077196 0.82779585 0.80831706 -0.09302788 0.20920093 -0.38703511 0.82779585 0.85238226 1.02909188 -0.03322201 0.22916695 -0.22731761 0.80831706 1.02909188 0.83522587 -0.25499321 0.32089902 -0.46533090 -0.09302788 -0.03322201 -0.25499321 0.54114217 -0.37297480 0.22407061 0.20920093 0.22916695 0.32089902 -0.37297480 0.52078146 -0.25432067 -0.38703511 -0.22731761 -0.46533090 0.22407061 -0.25432067 0.75231263 *** step number: 7 *** 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) = -0.2821450957 Kirchhoff stress -0.89340E-01 0.45305E-01 -0.85324E-01 0.45305E-01 -0.35056E-01 0.12524E+00 -0.85324E-01 0.12524E+00 -0.40910E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82972659 0.82625716 0.83759899 -0.05957553 0.26563402 -0.45441955 0.82625716 0.85948782 1.05481866 -0.04593099 0.26347488 -0.33816785 0.83759899 1.05481866 0.90864752 -0.32760248 0.39453889 -0.57153065 -0.05957553 -0.04593099 -0.32760248 0.54218341 -0.43703470 0.25744552 0.26563402 0.26347488 0.39453889 -0.43703470 0.55275523 -0.32706298 -0.45441955 -0.33816785 -0.57153065 0.25744552 -0.32706298 0.78434705 *** step number: 8 *** 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) = -0.2761622758 Kirchhoff stress -0.12203E+00 0.53500E-01 -0.10449E+00 0.53500E-01 -0.41836E-01 0.15025E+00 -0.10449E+00 0.15025E+00 -0.58307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.14355601 0.84017490 0.88640473 0.00495805 0.33661162 -0.51702746 0.84017490 0.87093315 1.07553357 -0.08010146 0.29692208 -0.45375999 0.88640473 1.07553357 1.00563146 -0.40658652 0.49734547 -0.69311467 0.00495805 -0.08010146 -0.40658652 0.55939946 -0.49611175 0.28973871 0.33661162 0.29692208 0.49734547 -0.49611175 0.60484778 -0.40654031 -0.51702746 -0.45375999 -0.69311467 0.28973871 -0.40654031 0.81194978 *** step number: 9 *** 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) = -0.2686953436 Kirchhoff stress -0.16166E+00 0.59627E-01 -0.12672E+00 0.59627E-01 -0.51438E-01 0.17586E+00 -0.12672E+00 0.17586E+00 -0.81091E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.48650658 0.86802321 0.93317743 0.10188904 0.40691291 -0.57368301 0.86802321 0.83188642 1.09360251 -0.11983094 0.33617309 -0.56783370 0.93317743 1.09360251 1.10901547 -0.48051879 0.61511109 -0.81746663 0.10188904 -0.11983094 -0.48051879 0.59120819 -0.54901172 0.32747924 0.40691291 0.33617309 0.61511109 -0.54901172 0.65534857 -0.48146210 -0.57368301 -0.56783370 -0.81746663 0.32747924 -0.48146210 0.83747933 *** step number: 10 *** 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) = -0.2596155732 Kirchhoff stress -0.20713E+00 0.63031E-01 -0.15119E+00 0.63031E-01 -0.64615E-01 0.20230E+00 -0.15119E+00 0.20230E+00 -0.10873E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.80806959 0.91258600 0.96124135 0.22106072 0.45671445 -0.62921819 0.91258600 0.80736855 1.13447050 -0.15675895 0.37839875 -0.65028706 0.96124135 1.13447050 1.20971857 -0.55554916 0.72005854 -0.93046697 0.22106072 -0.15675895 -0.55554916 0.64048175 -0.60047846 0.36774471 0.45671445 0.37839875 0.72005854 -0.60047846 0.68752990 -0.55810391 -0.62921819 -0.65028706 -0.93046697 0.36774471 -0.55810391 0.88652270 *** step number: 11 *** 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) = -0.2488175135 Kirchhoff stress -0.25681E+00 0.63196E-01 -0.17736E+00 0.63196E-01 -0.80306E-01 0.23092E+00 -0.17736E+00 0.23092E+00 -0.13996E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.10936694 0.97625431 0.98345407 0.35637604 0.49146448 -0.68548119 0.97625431 0.83220760 1.19424005 -0.19349652 0.41368334 -0.70624656 0.98345407 1.19424005 1.30744359 -0.64301365 0.81427201 -1.04986215 0.35637604 -0.19349652 -0.64301365 0.71002135 -0.65251116 0.40072997 0.49146448 0.41368334 0.81427201 -0.65251116 0.71470794 -0.64781216 -0.68548119 -0.70624656 -1.04986215 0.40072997 -0.64781216 0.95537244 *** step number: 12 *** 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) = -0.2361924167 Kirchhoff stress -0.30971E+00 0.59825E-01 -0.20547E+00 0.59825E-01 -0.98664E-01 0.26171E+00 -0.20547E+00 0.26171E+00 -0.17560E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.41456116 1.05840781 1.02382968 0.51224811 0.53668136 -0.74276804 1.05840781 0.84157380 1.23177952 -0.20582595 0.45598754 -0.79618523 1.02382968 1.23177952 1.41663896 -0.73229049 0.93268411 -1.20992273 0.51224811 -0.20582595 -0.73229049 0.79884045 -0.70587403 0.44063429 0.53668136 0.45598754 0.93268411 -0.70587403 0.76092249 -0.73972435 -0.74276804 -0.79618523 -1.20992273 0.44063429 -0.73972435 1.00214263 *** step number: 13 *** 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) = -0.2216782090 Kirchhoff stress -0.36588E+00 0.53402E-01 -0.23602E+00 0.53402E-01 -0.12197E+00 0.29335E+00 -0.23602E+00 0.29335E+00 -0.21806E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.74047491 1.16376977 1.08928532 0.68547614 0.60508517 -0.80043115 1.16376977 0.82067372 1.25670530 -0.18608954 0.51090111 -0.90968250 1.08928532 1.25670530 1.57088544 -0.81784056 1.09010595 -1.39598380 0.68547614 -0.18608954 -0.81784056 0.91131323 -0.76001400 0.49306376 0.60508517 0.51090111 1.09010595 -0.76001400 0.83295268 -0.82810604 -0.80043115 -0.90968250 -1.39598380 0.49306376 -0.82810604 1.03609276 *** step number: 14 *** 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) = -0.2052622897 Kirchhoff stress -0.42451E+00 0.43980E-01 -0.26913E+00 0.43980E-01 -0.15112E+00 0.32563E+00 -0.26913E+00 0.32563E+00 -0.26819E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.03869888 1.29214353 1.15520142 0.88572111 0.66439901 -0.84402869 1.29214353 0.82241991 1.30242148 -0.14544772 0.56340649 -0.99947727 1.15520142 1.30242148 1.78501498 -0.90060722 1.25964419 -1.57281949 0.88572111 -0.14544772 -0.90060722 1.04712170 -0.80021886 0.54278782 0.66439901 0.56340649 1.25964419 -0.80021886 0.90594144 -0.91388898 -0.84402869 -0.99947727 -1.57281949 0.54278782 -0.91388898 1.09079057 *** step number: 15 *** 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) = -0.1869707796 Kirchhoff stress -0.48304E+00 0.31151E-01 -0.30413E+00 0.31151E-01 -0.18583E+00 0.35889E+00 -0.30413E+00 0.35889E+00 -0.32539E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.23625431 1.43607623 1.21423449 1.10127726 0.70528243 -0.87761031 1.43607623 0.83844278 1.36198063 -0.07999857 0.61487453 -1.07376323 1.21423449 1.36198063 2.04397741 -0.98217962 1.43534832 -1.75175370 1.10127726 -0.07999857 -0.98217962 1.19882516 -0.83053425 0.59116454 0.70528243 0.61487453 1.43534832 -0.83053425 0.97253102 -0.99872699 -0.87761031 -1.07376323 -1.75175370 0.59116454 -0.99872699 1.15938666 *** step number: 16 *** 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) = -0.1668929174 Kirchhoff stress -0.53829E+00 0.15644E-01 -0.34091E+00 0.15644E-01 -0.22633E+00 0.39351E+00 -0.34091E+00 0.39351E+00 -0.39014E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.27756076 1.59097155 1.29021939 1.29929148 0.74697432 -0.92187890 1.59097155 0.86305116 1.43242918 0.01292351 0.66938887 -1.14116227 1.29021939 1.43242918 2.36000123 -1.07439801 1.63896054 -1.94890373 1.29929148 0.01292351 -1.07439801 1.36185409 -0.87185010 0.64245081 0.74697432 0.66938887 1.63896054 -0.87185010 1.05666642 -1.09448831 -0.92187890 -1.14116227 -1.94890373 0.64245081 -1.09448831 1.23878197 *** step number: 17 *** 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) = -0.1451670521 Kirchhoff stress -0.58757E+00 -0.12038E-02 -0.37996E+00 -0.12038E-02 -0.27271E+00 0.43009E+00 -0.37996E+00 0.43009E+00 -0.46357E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.21700459 1.75141448 1.38245352 1.48228318 0.79884729 -0.97203765 1.75141448 0.90252919 1.51248242 0.13367633 0.72465189 -1.20241962 1.38245352 1.51248242 2.73762399 -1.17590017 1.87010046 -2.16541695 1.48228318 0.13367633 -1.17590017 1.53116611 -0.91953088 0.69446858 0.79884729 0.72465189 1.87010046 -0.91953088 1.15795755 -1.19966706 -0.97203765 -1.20241962 -2.16541695 0.69446858 -1.19966706 1.32759361 *** step number: 18 *** 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) = -0.1219433082 Kirchhoff stress -0.63043E+00 -0.18459E-01 -0.42185E+00 -0.18459E-01 -0.32469E+00 0.46886E+00 -0.42185E+00 0.46886E+00 -0.54667E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.16454350 1.92200952 1.48746524 1.65307233 0.87218546 -1.01663993 1.92200952 0.98333776 1.60120234 0.28325422 0.78026091 -1.25805898 1.48746524 1.60120234 3.17924572 -1.28189190 2.12474407 -2.40055193 1.65307233 0.28325422 -1.28189190 1.71151736 -0.96220500 0.74686493 0.87218546 0.78026091 2.12474407 -0.96220500 1.27288475 -1.30933875 -1.01663993 -1.25805898 -2.40055193 0.74686493 -1.30933875 1.42466879 *** step number: 19 *** 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) = -0.9734384862E-01 Kirchhoff stress -0.66712E+00 -0.35051E-01 -0.46699E+00 -0.35051E-01 -0.38113E+00 0.50981E+00 -0.46699E+00 0.50981E+00 -0.64032E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.10558093 2.10100831 1.60092933 1.78995028 0.95354658 -1.05523255 2.10100831 1.15960025 1.69793551 0.46389853 0.83608636 -1.30820271 1.60092933 1.69793551 3.69200943 -1.39194629 2.40296329 -2.65542299 1.78995028 0.46389853 -1.39194629 1.90112865 -0.99946673 0.79953698 0.95354658 0.83608636 2.40296329 -0.99946673 1.39689258 -1.42302298 -1.05523255 -1.30820271 -2.65542299 0.79953698 -1.42302298 1.52932280 *** step number: 20 *** 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) = -0.7145476694E-01 Kirchhoff stress -0.69720E+00 -0.49601E-01 -0.51543E+00 -0.49601E-01 -0.43995E+00 0.55294E+00 -0.51543E+00 0.55294E+00 -0.74543E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.00442228 2.27774795 1.72176891 1.88170875 1.03489658 -1.08949735 2.27774795 1.42108849 1.80301554 0.66560319 0.89257909 -1.35279809 1.72176891 1.80301554 4.28654127 -1.50631242 2.70735668 -2.93154130 1.88170875 0.66560319 -1.50631242 2.08893812 -1.03299429 0.85295539 1.03489658 0.89257909 2.70735668 -1.03299429 1.52856873 -1.54093492 -1.08949735 -1.35279809 -2.93154130 0.85295539 -1.54093492 1.64164641 *** step number: 21 *** 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) = -0.4434088406E-01 Kirchhoff stress -0.71996E+00 -0.60962E-01 -0.56712E+00 -0.60962E-01 -0.50022E+00 0.59826E+00 -0.56712E+00 0.59826E+00 -0.86295E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.84741863 2.44035846 1.85058123 1.92850689 1.11576008 -1.11864001 2.44035846 1.64906689 1.91748753 0.87099103 0.95063971 -1.38981400 1.85058123 1.91748753 4.97413144 -1.62351402 3.04062201 -3.22891701 1.92850689 0.87099103 -1.62351402 2.26248527 -1.06196559 0.90802196 1.11576008 0.95063971 3.04062201 -1.06196559 1.66824535 -1.66154648 -1.11864001 -1.38981400 -3.22891701 0.90802196 -1.66154648 1.76225105 *** step number: 22 *** 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) = -0.1607897784E-01 Kirchhoff stress -0.73488E+00 -0.68178E-01 -0.62189E+00 -0.68178E-01 -0.56218E+00 0.64578E+00 -0.62189E+00 0.64578E+00 -0.99386E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.63949138 2.57997524 1.98800952 1.93265120 1.19437340 -1.14145156 2.57997524 1.84821492 2.04247356 1.08275193 1.01055977 -1.41392707 1.98800952 2.04247356 5.76713298 -1.74146480 3.40406157 -3.54769247 1.93265120 1.08275193 -1.74146480 2.41267738 -1.08513607 0.96508210 1.19437340 1.01055977 3.40406157 -1.08513607 1.81637461 -1.78267868 -1.14145156 -1.41392707 -3.54769247 0.96508210 -1.78267868 1.89212948 *** step number: 23 *** 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) = 0.1325464583E-01 Kirchhoff stress -0.74189E+00 -0.70211E-01 -0.67955E+00 -0.70211E-01 -0.62424E+00 0.69564E+00 -0.67955E+00 0.69564E+00 -0.11392E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.40587588 2.68772382 2.13504464 1.89624153 1.26523251 -1.15903969 2.68772382 2.13067114 2.17854833 1.30650522 1.07152996 -1.41747187 2.13504464 2.17854833 6.68288287 -1.86152559 3.80036545 -3.89422405 1.89624153 1.30650522 -1.86152559 2.53075357 -1.10356977 1.02343905 1.26523251 1.07152996 3.80036545 -1.10356977 1.97378312 -1.90560740 -1.15903969 -1.41747187 -3.89422405 1.02343905 -1.90560740 2.03204684 *** step number: 24 *** 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) = 0.4364419011E-01 Kirchhoff stress -0.74141E+00 -0.66259E-01 -0.73974E+00 -0.66259E-01 -0.68249E+00 0.74799E+00 -0.73974E+00 0.74799E+00 -0.13002E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.15132228 2.75102595 2.28167492 1.82450214 1.32507215 -1.16767695 2.75102595 2.51944604 2.31134075 1.53108697 1.12443601 -1.39679952 2.28167492 2.31134075 7.70635854 -1.97765775 4.21524942 -4.26146724 1.82450214 1.53108697 -1.97765775 2.60414726 -1.11351745 1.07406019 1.32507215 1.12443601 4.21524942 -1.11351745 2.13031556 -2.02425944 -1.16767695 -1.39679952 -4.26146724 1.07406019 -2.02425944 2.16771229 *** step number: 25 *** 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) = 0.7514382833E-01 Kirchhoff stress -0.73400E+00 -0.56638E-01 -0.80186E+00 -0.56638E-01 -0.73400E+00 0.80186E+00 -0.80186E+00 0.80186E+00 -0.14772E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.87077581 2.75985280 2.41535348 1.72792515 1.37942577 -1.15652865 2.75985280 2.87077581 2.41535348 1.72792515 1.15652865 -1.37942577 2.41535348 2.41535348 8.79629399 -2.07420014 4.62511247 -4.62511247 1.72792515 1.72792515 -2.07420014 2.62237255 -1.10412730 1.10412730 1.37942577 1.15652865 4.62511247 -1.10412730 2.27317782 -2.12301787 -1.15652865 -1.37942577 -4.62511247 1.10412730 -2.12301787 2.27317782 *** step number: 26 *** Deformation gradient in current step 0.48000000 -0.52000000 -0.52000000 0.52000000 1.52000000 0.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1077950543 Kirchhoff stress -0.71978E+00 -0.42382E-01 -0.86500E+00 -0.42382E-01 -0.77880E+00 0.85515E+00 -0.86500E+00 0.85515E+00 -0.16701E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.53215895 2.71479003 2.52374174 1.60516044 1.42196845 -1.12488272 2.71479003 3.12039958 2.49227890 1.89089439 1.17179836 -1.37223907 2.52374174 2.49227890 9.94999756 -2.14697514 5.02245613 -4.97539143 1.60516044 1.89089439 -2.14697514 2.58571924 -1.07463523 1.11758135 1.42196845 1.17179836 5.02245613 -1.07463523 2.38990194 -2.19770574 -1.12488272 -1.37223907 -4.97539143 1.11758135 -2.19770574 2.34985887 *** step number: 27 *** Deformation gradient in current step 0.46000000 -0.54000000 -0.54000000 0.54000000 1.54000000 0.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1415728759 Kirchhoff stress -0.69833E+00 -0.24015E-01 -0.92762E+00 -0.24015E-01 -0.81606E+00 0.90646E+00 -0.92762E+00 0.90646E+00 -0.18780E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.14750645 2.61992830 2.60177207 1.45007445 1.44548477 -1.08047103 2.61992830 3.37198823 2.55919820 2.03116847 1.17857082 -1.33713167 2.60177207 2.55919820 11.18423061 -2.19879803 5.40734327 -5.30805680 1.45007445 2.03116847 -2.19879803 2.49849777 -1.03268543 1.12285000 1.44548477 1.17857082 5.40734327 -1.03268543 2.47551987 -2.25106271 -1.08047103 -1.33713167 -5.30805680 1.12285000 -2.25106271 2.41518649 *** step number: 28 *** Deformation gradient in current step 0.44000000 -0.56000000 -0.56000000 0.56000000 1.56000000 0.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1764461423 Kirchhoff stress -0.67059E+00 -0.17161E-02 -0.98842E+00 -0.17161E-02 -0.84336E+00 0.95545E+00 -0.98842E+00 0.95545E+00 -0.21003E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.81057032 2.48128770 2.66186555 1.27142582 1.45303270 -1.03179156 2.48128770 3.62615361 2.61984377 2.13647768 1.17721286 -1.27832871 2.66186555 2.61984377 12.54270793 -2.23730296 5.79339046 -5.63170285 1.27142582 2.13647768 -2.23730296 2.36694031 -0.98671791 1.12041020 1.45303270 1.17721286 5.79339046 -0.98671791 2.54260323 -2.29061433 -1.03179156 -1.27832871 -5.63170285 1.12041020 -2.29061433 2.47330934 *** step number: 29 *** Deformation gradient in current step 0.42000000 -0.58000000 -0.58000000 0.58000000 1.58000000 0.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2124242757 Kirchhoff stress -0.63834E+00 0.23508E-01 -0.10461E+01 0.23508E-01 -0.85931E+00 0.10017E+01 -0.10461E+01 0.10017E+01 -0.23364E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.50097755 2.30246151 2.69842999 1.11096658 1.42503764 -0.97246423 2.30246151 3.84468839 2.67950120 2.20266220 1.16735856 -1.20272423 2.69842999 2.67950120 14.04380133 -2.25993621 6.17195095 -5.94229736 1.11096658 2.20266220 -2.25993621 2.19449297 -0.93024555 1.10989895 1.42503764 1.16735856 6.17195095 -0.93024555 2.58543196 -2.31374261 -0.97246423 -1.20272423 -5.94229736 1.10989895 -2.31374261 2.52968173 *** step number: 30 *** Deformation gradient in current step 0.40000000 -0.60000000 -0.60000000 0.60000000 1.60000000 0.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2495100503 Kirchhoff stress -0.60086E+00 0.49882E-01 -0.10987E+01 0.49882E-01 -0.86295E+00 0.10446E+01 -0.10987E+01 0.10446E+01 -0.25851E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10268296 2.09145138 2.69874695 0.97771179 1.35044657 -0.90050391 2.09145138 4.02143880 2.73656028 2.22861050 1.14866853 -1.10953843 2.69874695 2.73656028 15.66726386 -2.26574464 6.52256356 -6.23876713 0.97771179 2.22861050 -2.26574464 1.98915607 -0.86123751 1.09103198 1.35044657 1.14866853 6.52256356 -0.86123751 2.59120617 -2.31948474 -0.90050391 -1.10953843 -6.23876713 1.09103198 -2.31948474 2.58289892 *** step number: 31 *** Deformation gradient in current step 0.38000000 -0.62000000 -0.62000000 0.62000000 1.62000000 0.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2876432451 Kirchhoff stress -0.55694E+00 0.76168E-01 -0.11447E+01 0.76168E-01 -0.85395E+00 0.10836E+01 -0.11447E+01 0.10836E+01 -0.28452E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69255823 1.86915935 2.67360762 0.83152864 1.26472255 -0.82959543 1.86915935 4.15120210 2.77302108 2.20576247 1.12388095 -1.00877390 2.67360762 2.77302108 17.39220527 -2.25947919 6.84881249 -6.53872541 0.83152864 2.20576247 -2.25947919 1.77221040 -0.79346030 1.06668694 1.26472255 1.12388095 6.84881249 -0.79346030 2.57096012 -2.31263586 -0.82959543 -1.00877390 -6.53872541 1.06668694 -2.31263586 2.61511473 *** step number: 32 *** Deformation gradient in current step 0.36000000 -0.64000000 -0.64000000 0.64000000 1.64000000 0.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3267342891 Kirchhoff stress -0.50872E+00 0.10176E+00 -0.11833E+01 0.10176E+00 -0.83271E+00 0.11179E+01 -0.11833E+01 0.11179E+01 -0.31168E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41541976 1.64851933 2.63439367 0.67630596 1.18747628 -0.76523335 1.64851933 4.23756868 2.77365559 2.13009785 1.09315850 -0.91154908 2.63439367 2.77365559 19.23371528 -2.24006303 7.16483097 -6.84860136 0.67630596 2.13009785 -2.24006303 1.55682257 -0.73243896 1.03709381 1.18747628 1.09315850 7.16483097 -0.73243896 2.53628851 -2.29211781 -0.76523335 -0.91154908 -6.84860136 1.03709381 -2.29211781 2.61117031 *** step number: 33 *** Deformation gradient in current step 0.34000000 -0.66000000 -0.66000000 0.66000000 1.66000000 0.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3667096805 Kirchhoff stress -0.45926E+00 0.12557E+00 -0.12140E+01 0.12557E+00 -0.79983E+00 0.11462E+01 -0.12140E+01 0.11462E+01 -0.34000E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.24166770 1.43172615 2.57517017 0.53601126 1.10770898 -0.70381746 1.43172615 4.28202256 2.74157004 2.00596215 1.05375063 -0.81665649 2.57517017 2.74157004 21.21843665 -2.20349024 7.46295279 -7.14538174 0.53601126 2.00596215 -2.20349024 1.34505668 -0.67446324 0.99947403 1.10770898 1.05375063 7.46295279 -0.67446324 2.48118501 -2.25388823 -0.70381746 -0.81665649 -7.14538174 0.99947403 -2.25388823 2.57436989 *** step number: 34 *** Deformation gradient in current step 0.32000000 -0.68000000 -0.68000000 0.68000000 1.68000000 0.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4074900327 Kirchhoff stress -0.41021E+00 0.14632E+00 -0.12359E+01 0.14632E+00 -0.75612E+00 0.11675E+01 -0.12359E+01 0.11675E+01 -0.36939E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12886658 1.21731203 2.49170173 0.41873662 1.02681479 -0.64308573 1.21731203 4.25654610 2.68657783 1.85011000 1.00252943 -0.71667264 2.49170173 2.68657783 23.35640839 -2.14959635 7.72485594 -7.40325980 0.41873662 1.85011000 -2.14959635 1.13519639 -0.61710614 0.95060542 1.02681479 1.00252943 7.72485594 -0.61710614 2.40121828 -2.19779769 -0.64308573 -0.71667264 -7.40325980 0.95060542 -2.19779769 2.51475573 *** step number: 35 *** Deformation gradient in current step 0.30000000 -0.70000000 -0.70000000 0.70000000 1.70000000 0.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4489685777 Kirchhoff stress -0.36266E+00 0.16289E+00 -0.12482E+01 0.16289E+00 -0.70286E+00 0.11811E+01 -0.12482E+01 0.11811E+01 -0.39966E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.03370838 1.00551884 2.38229162 0.32445830 0.94044493 -0.58152834 1.00551884 4.14105928 2.61459989 1.67725380 0.93398788 -0.59907828 2.38229162 2.61459989 25.63037916 -2.08073754 7.93321117 -7.60946676 0.32445830 1.67725380 -2.08073754 0.92729332 -0.55869414 0.88485735 0.94044493 0.93398788 7.93321117 -0.55869414 2.29448816 -2.12628596 -0.58152834 -0.59907828 -7.60946676 0.88485735 -2.12628596 2.43856699 *** step number: 36 *** Deformation gradient in current step 0.28000000 -0.72000000 -0.72000000 0.72000000 1.72000000 0.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4909955098 Kirchhoff stress -0.31559E+00 0.17431E+00 -0.12501E+01 0.17431E+00 -0.64082E+00 0.11869E+01 -0.12501E+01 0.11869E+01 -0.43053E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.13847835 0.80420360 2.24201772 0.23481974 0.82333360 -0.52092479 0.80420360 3.97251486 2.52873298 1.47843256 0.84230458 -0.45316263 2.24201772 2.52873298 28.02381294 -1.99948986 8.07314227 -7.75361280 0.23481974 1.47843256 -1.99948986 0.72912374 -0.50090774 0.79629401 0.82333360 0.84230458 8.07314227 -0.50090774 2.15589243 -2.04207880 -0.52092479 -0.45316263 -7.75361280 0.79629401 -2.04207880 2.34912156 *** step number: 37 *** Deformation gradient in current step 0.26000000 -0.74000000 -0.74000000 0.74000000 1.74000000 0.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5333476101 Kirchhoff stress -0.26735E+00 0.17992E+00 -0.12404E+01 0.17992E+00 -0.57098E+00 0.11842E+01 -0.12404E+01 0.11842E+01 -0.46175E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.30978113 0.62279100 2.07952093 0.14994490 0.70184332 -0.46318715 0.62279100 3.74508663 2.39964821 1.25760456 0.74110341 -0.32213594 2.07952093 2.39964821 30.50844877 -1.89602767 8.14321333 -7.84504874 0.14994490 1.25760456 -1.89602767 0.55027304 -0.44576792 0.69858701 0.70184332 0.74110341 8.14321333 -0.44576792 1.99421586 -1.93531042 -0.46318715 -0.32213594 -7.84504874 0.69858701 -1.93531042 2.21709722 *** step number: 38 *** Deformation gradient in current step 0.24000000 -0.76000000 -0.76000000 0.76000000 1.76000000 0.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5757191312 Kirchhoff stress -0.21958E+00 0.17965E+00 -0.12187E+01 0.17965E+00 -0.49607E+00 0.11710E+01 -0.12187E+01 0.11710E+01 -0.49313E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.37610420 0.46754696 1.91130244 0.09005625 0.61444494 -0.40607146 0.46754696 3.45251835 2.22921559 1.05229707 0.64443310 -0.22939369 1.91130244 2.22921559 33.07394644 -1.76672537 8.13693661 -7.86642785 0.09005625 1.05229707 -1.76672537 0.39703181 -0.39109115 0.60576046 0.61444494 0.64443310 8.13693661 -0.39109115 1.82605958 -1.80223549 -0.40607146 -0.22939369 -7.86642785 0.60576046 -1.80223549 2.04432481 *** step number: 39 *** Deformation gradient in current step 0.22000000 -0.78000000 -0.78000000 0.78000000 1.78000000 0.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6177387648 Kirchhoff stress -0.17357E+00 0.17381E+00 -0.11847E+01 0.17381E+00 -0.41890E+00 0.11454E+01 -0.11847E+01 0.11454E+01 -0.52434E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.43103258 0.33210921 1.71777545 0.06610553 0.51640533 -0.33872114 0.33210921 3.12233015 2.04041844 0.88176401 0.54741725 -0.15955747 1.71777545 2.04041844 35.69716966 -1.61228752 8.01992743 -7.78224882 0.06610553 0.88176401 -1.61228752 0.26282023 -0.32591933 0.51270948 0.51640533 0.54741725 8.01992743 -0.32591933 1.63157329 -1.64362411 -0.33872114 -0.15955747 -7.78224882 0.51270948 -1.64362411 1.85378062 *** step number: 40 *** Deformation gradient in current step 0.20000000 -0.80000000 -0.80000000 0.80000000 1.80000000 0.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6589342067 Kirchhoff stress -0.12809E+00 0.16252E+00 -0.11368E+01 0.16252E+00 -0.34125E+00 0.11063E+01 -0.11368E+01 0.11063E+01 -0.55489E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50738866 0.21738441 1.49648566 0.06118098 0.39690634 -0.26549353 0.21738441 2.78452898 1.83320104 0.72824952 0.44634546 -0.10821554 1.49648566 1.83320104 38.32918932 -1.43946511 7.78007050 -7.58818258 0.06118098 0.72824952 -1.43946511 0.14869572 -0.25457328 0.41565061 0.39690634 0.44634546 7.78007050 -0.25457328 1.40830677 -1.46644645 -0.26549353 -0.10821554 -7.58818258 0.41565061 -1.46644645 1.64567079 *** step number: 41 *** Deformation gradient in current step 0.18000000 -0.82000000 -0.82000000 0.82000000 1.82000000 0.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6987450373 Kirchhoff stress -0.83491E-01 0.14637E+00 -0.10749E+01 0.14637E+00 -0.26491E+00 0.10529E+01 -0.10749E+01 0.10529E+01 -0.58437E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.53337032 0.12919391 1.28381727 0.04969000 0.31057502 -0.20310785 0.12919391 2.42228921 1.60137938 0.56788538 0.34588014 -0.07562166 1.28381727 1.60137938 40.91940940 -1.26066821 7.44368221 -7.29621295 0.04969000 0.56788538 -1.26066821 0.06075283 -0.19381749 0.31928765 0.31057502 0.34588014 7.44368221 -0.19381749 1.19284944 -1.28335823 -0.20310785 -0.07562166 -7.29621295 0.31928765 -1.28335823 1.41391668 *** step number: 42 *** Deformation gradient in current step 0.16000000 -0.84000000 -0.84000000 0.84000000 1.84000000 0.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7365932630 Kirchhoff stress -0.41667E-01 0.12628E+00 -0.99999E+00 0.12628E+00 -0.19274E+00 0.98449E+00 -0.99999E+00 0.98449E+00 -0.61247E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.51848489 0.06253262 1.07995169 0.04068911 0.25705772 -0.14934211 0.06253262 1.99659074 1.34615940 0.41520269 0.25725551 -0.05933856 1.07995169 1.34615940 43.41133599 -1.07085059 7.01475160 -6.90338567 0.04068911 0.41520269 -1.07085059 -0.00609106 -0.14144273 0.23473355 0.25705772 0.25725551 7.01475160 -0.14144273 0.98523780 -1.08945053 -0.14934211 -0.05933856 -6.90338567 0.23473355 -1.08945053 1.15947350 *** step number: 43 *** Deformation gradient in current step 0.14000000 -0.86000000 -0.86000000 0.86000000 1.86000000 0.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7718718174 Kirchhoff stress -0.32764E-02 0.10367E+00 -0.91215E+00 0.10367E+00 -0.12719E+00 0.90097E+00 -0.91215E+00 0.90097E+00 -0.63882E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50638232 0.01698399 0.87180107 0.03220539 0.20681952 -0.10482450 0.01698399 1.59628391 1.08939458 0.29363475 0.18866958 -0.03779570 0.87180107 1.08939458 45.75873303 -0.87300077 6.47654371 -6.39669438 0.03220539 0.29363475 -0.87300077 -0.05216769 -0.09809422 0.17008478 0.20681952 0.18866958 6.47654371 -0.09809422 0.77235749 -0.88773662 -0.10482450 -0.03779570 -6.39669438 0.17008478 -0.88773662 0.90451509 *** step number: 44 *** Deformation gradient in current step 0.12000000 -0.88000000 -0.88000000 0.88000000 1.88000000 0.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8039616399 Kirchhoff stress 0.31748E-01 0.80680E-01 -0.81114E+00 0.80680E-01 -0.67674E-01 0.80343E+00 -0.81114E+00 0.80343E+00 -0.66292E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50368290 -0.01154406 0.66301687 0.01599005 0.15104872 -0.07441967 -0.01154406 1.35715894 0.85058053 0.21553555 0.13892370 0.00007098 0.66301687 0.85058053 47.92048523 -0.68079221 5.81788482 -5.77045709 0.01599005 0.21553555 -0.68079221 -0.08138418 -0.06866231 0.12405711 0.15104872 0.13892370 5.81788482 -0.06866231 0.55790106 -0.69194470 -0.07441967 0.00007098 -5.77045709 0.12405711 -0.69194470 0.66881829 *** step number: 45 *** Deformation gradient in current step 0.10000000 -0.90000000 -0.90000000 0.90000000 1.90000000 0.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8323054233 Kirchhoff stress 0.63030E-01 0.59163E-01 -0.69752E+00 0.59163E-01 -0.12646E-01 0.69324E+00 -0.69752E+00 0.69324E+00 -0.68427E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.49194462 -0.03360591 0.46850100 -0.00414205 0.09833932 -0.05508016 -0.03360591 1.18292261 0.62707421 0.15207078 0.09608297 0.01693681 0.46850100 0.62707421 49.85797117 -0.50532762 5.04154547 -5.03012615 -0.00414205 0.15207078 -0.50532762 -0.10418152 -0.05017972 0.08463135 0.09833932 0.09608297 5.04154547 -0.05017972 0.35700977 -0.51328595 -0.05508016 0.01693681 -5.03012615 0.08463135 -0.51328595 0.44959336 *** step number: 46 *** Deformation gradient in current step 0.08000000 -0.92000000 -0.92000000 0.92000000 1.92000000 0.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8563972411 Kirchhoff stress 0.89616E-01 0.39865E-01 -0.57271E+00 0.39865E-01 0.35564E-01 0.57118E+00 -0.57271E+00 0.57118E+00 -0.70244E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.45813471 -0.05357459 0.29993824 -0.01756058 0.05724176 -0.03899185 -0.05357459 0.88142703 0.42000565 0.08661981 0.05840862 0.00225849 0.29993824 0.42000565 51.51556579 -0.34731219 4.16225310 -4.18237940 -0.01756058 0.08661981 -0.34731219 -0.12508356 -0.03491627 0.04998830 0.05724176 0.05840862 4.16225310 -0.03491627 0.18147528 -0.35256974 -0.03899185 0.00225849 -4.18237940 0.04998830 -0.35256974 0.24719102 *** step number: 47 *** Deformation gradient in current step 0.06000000 -0.94000000 -0.94000000 0.94000000 1.94000000 0.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8757333652 Kirchhoff stress 0.11052E+00 0.23415E-01 -0.43839E+00 0.23415E-01 0.73688E-01 0.43843E+00 -0.43839E+00 0.43843E+00 -0.71705E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.40141964 -0.07156870 0.16445105 -0.01970735 0.02919754 -0.02283190 -0.07156870 0.54077434 0.24216854 0.04109692 0.02969538 -0.00867626 0.16445105 0.24216854 52.85637762 -0.20835775 3.20090918 -3.23788299 -0.01970735 0.04109692 -0.20835775 -0.14408502 -0.01960213 0.02393244 0.02919754 0.02969538 3.20090918 -0.01960213 0.03865066 -0.21141625 -0.02283190 -0.00867626 -3.23788299 0.02393244 -0.21141625 0.07444279 *** step number: 48 *** Deformation gradient in current step 0.04000000 -0.96000000 -0.96000000 0.96000000 1.96000000 0.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8898673993 Kirchhoff stress 0.12476E+00 0.10757E-01 -0.29663E+00 0.10757E-01 0.10168E+00 0.29717E+00 -0.29663E+00 0.29717E+00 -0.72779E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.31957550 -0.08674246 0.07176603 -0.01453206 0.01544560 -0.00938810 -0.08674246 0.27612957 0.10571605 0.01904117 0.01058352 -0.00929759 0.07176603 0.10571605 53.86142054 -0.09769764 2.18206091 -2.21225959 -0.01453206 0.01904117 -0.09769764 -0.16013445 -0.00707399 0.00711159 0.01544560 0.01058352 2.18206091 -0.00707399 -0.06159688 -0.09909560 -0.00938810 -0.00929759 -2.21225959 0.00711159 -0.09909560 -0.05627022 *** step number: 49 *** Deformation gradient in current step 0.02000000 -0.98000000 -0.98000000 0.98000000 1.98000000 0.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8984771265 Kirchhoff stress 0.13150E+00 0.27478E-02 -0.14974E+00 0.27478E-02 0.12038E+00 0.15000E+00 -0.14974E+00 0.15000E+00 -0.73441E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.21474388 -0.09651915 0.01736902 -0.00721196 0.00812004 -0.00192373 -0.09651915 0.07526923 0.02237001 0.00783406 0.00174864 -0.00687324 0.01736902 0.02237001 54.50046089 -0.02539265 1.11291878 -1.12359170 -0.00721196 0.00783406 -0.02539265 -0.17049715 -0.00066183 0.00019277 0.00812004 0.00174864 1.11291878 -0.00066183 -0.12361361 -0.02574844 -0.00192373 -0.00687324 -1.12359170 0.00019277 -0.02574844 -0.13315511 *** step number: 50 *** Deformation gradient in current step 0.00000000 -1.00000000 -1.00000000 1.00000000 2.00000000 1.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.9013689850 Kirchhoff stress 0.13018E+00 0.29634E-16 -0.25877E-16 0.60281E-17 0.13018E+00 0.30876E-17 0.00000E+00 0.00000E+00 -0.73665E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.08573796 -0.09969845 -0.00289851 0.00000000 0.00000000 0.00000000 -0.09969845 -0.08573796 -0.00289851 0.00000000 -0.00000000 -0.00000000 -0.00289851 -0.00289851 54.72008355 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.17388310 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 -0.15135088 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.15135088 *** step number: 51 *** Deformation gradient in current step -0.02000000 -1.02000000 -1.02000000 1.02000000 2.02000000 1.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8984771265 Kirchhoff stress 0.12038E+00 0.27478E-02 0.15000E+00 0.27478E-02 0.13150E+00 -0.14974E+00 0.15000E+00 -0.14974E+00 -0.73441E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.07526923 -0.09651915 0.02237001 0.00783406 -0.00687324 0.00174864 -0.09651915 -0.21474388 0.01736902 -0.00721196 -0.00192373 0.00812004 0.02237001 0.01736902 54.50046089 -0.02539265 -1.12359170 1.11291878 0.00783406 -0.00721196 -0.02539265 -0.17049715 0.00019277 -0.00066183 -0.00687324 -0.00192373 -1.12359170 0.00019277 -0.13315511 -0.02574844 0.00174864 0.00812004 1.11291878 -0.00066183 -0.02574844 -0.12361361 *** step number: 52 *** Deformation gradient in current step -0.04000000 -1.04000000 -1.04000000 1.04000000 2.04000000 1.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8898673993 Kirchhoff stress 0.10168E+00 0.10757E-01 0.29717E+00 0.10757E-01 0.12476E+00 -0.29663E+00 0.29717E+00 -0.29663E+00 -0.72779E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27612957 -0.08674246 0.10571605 0.01904117 -0.00929759 0.01058352 -0.08674246 -0.31957550 0.07176603 -0.01453206 -0.00938810 0.01544560 0.10571605 0.07176603 53.86142054 -0.09769764 -2.21225959 2.18206091 0.01904117 -0.01453206 -0.09769764 -0.16013445 0.00711159 -0.00707399 -0.00929759 -0.00938810 -2.21225959 0.00711159 -0.05627022 -0.09909560 0.01058352 0.01544560 2.18206091 -0.00707399 -0.09909560 -0.06159688 *** step number: 53 *** Deformation gradient in current step -0.06000000 -1.06000000 -1.06000000 1.06000000 2.06000000 1.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8757333652 Kirchhoff stress 0.73688E-01 0.23415E-01 0.43843E+00 0.23415E-01 0.11052E+00 -0.43839E+00 0.43843E+00 -0.43839E+00 -0.71705E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54077434 -0.07156870 0.24216854 0.04109692 -0.00867626 0.02969538 -0.07156870 -0.40141964 0.16445105 -0.01970735 -0.02283190 0.02919754 0.24216854 0.16445105 52.85637762 -0.20835775 -3.23788299 3.20090918 0.04109692 -0.01970735 -0.20835775 -0.14408502 0.02393244 -0.01960213 -0.00867626 -0.02283190 -3.23788299 0.02393244 0.07444279 -0.21141625 0.02969538 0.02919754 3.20090918 -0.01960213 -0.21141625 0.03865066 *** step number: 54 *** Deformation gradient in current step -0.08000000 -1.08000000 -1.08000000 1.08000000 2.08000000 1.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8563972411 Kirchhoff stress 0.35564E-01 0.39865E-01 0.57118E+00 0.39865E-01 0.89616E-01 -0.57271E+00 0.57118E+00 -0.57271E+00 -0.70244E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88142703 -0.05357459 0.42000565 0.08661981 0.00225849 0.05840862 -0.05357459 -0.45813471 0.29993824 -0.01756058 -0.03899185 0.05724176 0.42000565 0.29993824 51.51556579 -0.34731219 -4.18237940 4.16225310 0.08661981 -0.01756058 -0.34731219 -0.12508356 0.04998830 -0.03491627 0.00225849 -0.03899185 -4.18237940 0.04998830 0.24719102 -0.35256974 0.05840862 0.05724176 4.16225310 -0.03491627 -0.35256974 0.18147528 *** step number: 55 *** Deformation gradient in current step -0.10000000 -1.10000000 -1.10000000 1.10000000 2.10000000 1.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8323054233 Kirchhoff stress -0.12646E-01 0.59163E-01 0.69324E+00 0.59163E-01 0.63030E-01 -0.69752E+00 0.69324E+00 -0.69752E+00 -0.68427E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18292261 -0.03360591 0.62707421 0.15207078 0.01693681 0.09608297 -0.03360591 -0.49194462 0.46850100 -0.00414205 -0.05508016 0.09833932 0.62707421 0.46850100 49.85797117 -0.50532762 -5.03012615 5.04154547 0.15207078 -0.00414205 -0.50532762 -0.10418152 0.08463135 -0.05017972 0.01693681 -0.05508016 -5.03012615 0.08463135 0.44959336 -0.51328595 0.09608297 0.09833932 5.04154547 -0.05017972 -0.51328595 0.35700977 *** step number: 56 *** Deformation gradient in current step -0.12000000 -1.12000000 -1.12000000 1.12000000 2.12000000 1.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.8039616399 Kirchhoff stress -0.67674E-01 0.80680E-01 0.80343E+00 0.80680E-01 0.31748E-01 -0.81114E+00 0.80343E+00 -0.81114E+00 -0.66292E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35715894 -0.01154406 0.85058053 0.21553555 0.00007098 0.13892370 -0.01154406 -0.50368290 0.66301687 0.01599005 -0.07441967 0.15104872 0.85058053 0.66301687 47.92048523 -0.68079221 -5.77045709 5.81788482 0.21553555 0.01599005 -0.68079221 -0.08138418 0.12405711 -0.06866231 0.00007098 -0.07441967 -5.77045709 0.12405711 0.66881829 -0.69194470 0.13892370 0.15104872 5.81788482 -0.06866231 -0.69194470 0.55790106 *** step number: 57 *** Deformation gradient in current step -0.14000000 -1.14000000 -1.14000000 1.14000000 2.14000000 1.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7718718174 Kirchhoff stress -0.12719E+00 0.10367E+00 0.90097E+00 0.10367E+00 -0.32764E-02 -0.91215E+00 0.90097E+00 -0.91215E+00 -0.63882E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.59628391 0.01698399 1.08939458 0.29363475 -0.03779570 0.18866958 0.01698399 -0.50638232 0.87180107 0.03220539 -0.10482450 0.20681952 1.08939458 0.87180107 45.75873303 -0.87300077 -6.39669438 6.47654371 0.29363475 0.03220539 -0.87300077 -0.05216769 0.17008478 -0.09809422 -0.03779570 -0.10482450 -6.39669438 0.17008478 0.90451509 -0.88773662 0.18866958 0.20681952 6.47654371 -0.09809422 -0.88773662 0.77235749 *** step number: 58 *** Deformation gradient in current step -0.16000000 -1.16000000 -1.16000000 1.16000000 2.16000000 1.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7365932630 Kirchhoff stress -0.19274E+00 0.12628E+00 0.98449E+00 0.12628E+00 -0.41667E-01 -0.99999E+00 0.98449E+00 -0.99999E+00 -0.61247E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.99659074 0.06253262 1.34615940 0.41520269 -0.05933856 0.25725551 0.06253262 -0.51848489 1.07995169 0.04068911 -0.14934211 0.25705772 1.34615940 1.07995169 43.41133599 -1.07085059 -6.90338567 7.01475160 0.41520269 0.04068911 -1.07085059 -0.00609106 0.23473355 -0.14144273 -0.05933856 -0.14934211 -6.90338567 0.23473355 1.15947350 -1.08945053 0.25725551 0.25705772 7.01475160 -0.14144273 -1.08945053 0.98523780 *** step number: 59 *** Deformation gradient in current step -0.18000000 -1.18000000 -1.18000000 1.18000000 2.18000000 1.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6987450373 Kirchhoff stress -0.26491E+00 0.14637E+00 0.10529E+01 0.14637E+00 -0.83491E-01 -0.10749E+01 0.10529E+01 -0.10749E+01 -0.58437E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.42228921 0.12919391 1.60137938 0.56788538 -0.07562166 0.34588014 0.12919391 -0.53337032 1.28381727 0.04969000 -0.20310785 0.31057502 1.60137938 1.28381727 40.91940940 -1.26066821 -7.29621295 7.44368221 0.56788538 0.04969000 -1.26066821 0.06075283 0.31928765 -0.19381749 -0.07562166 -0.20310785 -7.29621295 0.31928765 1.41391668 -1.28335823 0.34588014 0.31057502 7.44368221 -0.19381749 -1.28335823 1.19284944 *** step number: 60 *** Deformation gradient in current step -0.20000000 -1.20000000 -1.20000000 1.20000000 2.20000000 1.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6589342067 Kirchhoff stress -0.34125E+00 0.16252E+00 0.11063E+01 0.16252E+00 -0.12809E+00 -0.11368E+01 0.11063E+01 -0.11368E+01 -0.55489E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.78452898 0.21738441 1.83320104 0.72824952 -0.10821554 0.44634546 0.21738441 -0.50738866 1.49648566 0.06118098 -0.26549353 0.39690634 1.83320104 1.49648566 38.32918932 -1.43946511 -7.58818258 7.78007050 0.72824952 0.06118098 -1.43946511 0.14869572 0.41565061 -0.25457328 -0.10821554 -0.26549353 -7.58818258 0.41565061 1.64567079 -1.46644645 0.44634546 0.39690634 7.78007050 -0.25457328 -1.46644645 1.40830677 *** step number: 61 *** Deformation gradient in current step -0.22000000 -1.22000000 -1.22000000 1.22000000 2.22000000 1.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6177387648 Kirchhoff stress -0.41890E+00 0.17381E+00 0.11454E+01 0.17381E+00 -0.17357E+00 -0.11847E+01 0.11454E+01 -0.11847E+01 -0.52434E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.12233015 0.33210921 2.04041844 0.88176401 -0.15955747 0.54741725 0.33210921 -0.43103258 1.71777545 0.06610553 -0.33872114 0.51640533 2.04041844 1.71777545 35.69716966 -1.61228752 -7.78224882 8.01992743 0.88176401 0.06610553 -1.61228752 0.26282023 0.51270948 -0.32591933 -0.15955747 -0.33872114 -7.78224882 0.51270948 1.85378062 -1.64362411 0.54741725 0.51640533 8.01992743 -0.32591933 -1.64362411 1.63157329 *** step number: 62 *** Deformation gradient in current step -0.24000000 -1.24000000 -1.24000000 1.24000000 2.24000000 1.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5757191312 Kirchhoff stress -0.49607E+00 0.17965E+00 0.11710E+01 0.17965E+00 -0.21958E+00 -0.12187E+01 0.11710E+01 -0.12187E+01 -0.49313E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.45251835 0.46754696 2.22921559 1.05229707 -0.22939369 0.64443310 0.46754696 -0.37610420 1.91130244 0.09005625 -0.40607146 0.61444494 2.22921559 1.91130244 33.07394644 -1.76672537 -7.86642785 8.13693661 1.05229707 0.09005625 -1.76672537 0.39703181 0.60576046 -0.39109115 -0.22939369 -0.40607146 -7.86642785 0.60576046 2.04432481 -1.80223549 0.64443310 0.61444494 8.13693661 -0.39109115 -1.80223549 1.82605958 *** step number: 63 *** Deformation gradient in current step -0.26000000 -1.26000000 -1.26000000 1.26000000 2.26000000 1.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5333476101 Kirchhoff stress -0.57098E+00 0.17992E+00 0.11842E+01 0.17992E+00 -0.26735E+00 -0.12404E+01 0.11842E+01 -0.12404E+01 -0.46175E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.74508663 0.62279100 2.39964821 1.25760456 -0.32213594 0.74110341 0.62279100 -0.30978113 2.07952093 0.14994490 -0.46318715 0.70184332 2.39964821 2.07952093 30.50844877 -1.89602767 -7.84504874 8.14321333 1.25760456 0.14994490 -1.89602767 0.55027304 0.69858701 -0.44576792 -0.32213594 -0.46318715 -7.84504874 0.69858701 2.21709722 -1.93531042 0.74110341 0.70184332 8.14321333 -0.44576792 -1.93531042 1.99421586 *** step number: 64 *** Deformation gradient in current step -0.28000000 -1.28000000 -1.28000000 1.28000000 2.28000000 1.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4909955098 Kirchhoff stress -0.64082E+00 0.17431E+00 0.11869E+01 0.17431E+00 -0.31559E+00 -0.12501E+01 0.11869E+01 -0.12501E+01 -0.43053E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.97251486 0.80420360 2.52873298 1.47843256 -0.45316263 0.84230458 0.80420360 -0.13847835 2.24201772 0.23481974 -0.52092479 0.82333360 2.52873298 2.24201772 28.02381294 -1.99948986 -7.75361280 8.07314227 1.47843256 0.23481974 -1.99948986 0.72912374 0.79629401 -0.50090774 -0.45316263 -0.52092479 -7.75361280 0.79629401 2.34912156 -2.04207880 0.84230458 0.82333360 8.07314227 -0.50090774 -2.04207880 2.15589243 *** step number: 65 *** Deformation gradient in current step -0.30000000 -1.30000000 -1.30000000 1.30000000 2.30000000 1.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4489685777 Kirchhoff stress -0.70286E+00 0.16289E+00 0.11811E+01 0.16289E+00 -0.36266E+00 -0.12482E+01 0.11811E+01 -0.12482E+01 -0.39966E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.14105928 1.00551884 2.61459989 1.67725380 -0.59907828 0.93398788 1.00551884 0.03370838 2.38229162 0.32445830 -0.58152834 0.94044493 2.61459989 2.38229162 25.63037916 -2.08073754 -7.60946676 7.93321117 1.67725380 0.32445830 -2.08073754 0.92729332 0.88485735 -0.55869414 -0.59907828 -0.58152834 -7.60946676 0.88485735 2.43856699 -2.12628596 0.93398788 0.94044493 7.93321117 -0.55869414 -2.12628596 2.29448816 *** step number: 66 *** Deformation gradient in current step -0.32000000 -1.32000000 -1.32000000 1.32000000 2.32000000 1.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4074900327 Kirchhoff stress -0.75612E+00 0.14632E+00 0.11675E+01 0.14632E+00 -0.41021E+00 -0.12359E+01 0.11675E+01 -0.12359E+01 -0.36939E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.25654610 1.21731203 2.68657783 1.85011000 -0.71667264 1.00252943 1.21731203 0.12886658 2.49170173 0.41873662 -0.64308573 1.02681479 2.68657783 2.49170173 23.35640839 -2.14959635 -7.40325980 7.72485594 1.85011000 0.41873662 -2.14959635 1.13519639 0.95060542 -0.61710614 -0.71667264 -0.64308573 -7.40325980 0.95060542 2.51475573 -2.19779769 1.00252943 1.02681479 7.72485594 -0.61710614 -2.19779769 2.40121828 *** step number: 67 *** Deformation gradient in current step -0.34000000 -1.34000000 -1.34000000 1.34000000 2.34000000 1.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3667096805 Kirchhoff stress -0.79983E+00 0.12557E+00 0.11462E+01 0.12557E+00 -0.45926E+00 -0.12140E+01 0.11462E+01 -0.12140E+01 -0.34000E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.28202256 1.43172615 2.74157004 2.00596215 -0.81665649 1.05375063 1.43172615 0.24166770 2.57517017 0.53601126 -0.70381746 1.10770898 2.74157004 2.57517017 21.21843665 -2.20349024 -7.14538174 7.46295279 2.00596215 0.53601126 -2.20349024 1.34505668 0.99947403 -0.67446324 -0.81665649 -0.70381746 -7.14538174 0.99947403 2.57436989 -2.25388823 1.05375063 1.10770898 7.46295279 -0.67446324 -2.25388823 2.48118501 *** step number: 68 *** Deformation gradient in current step -0.36000000 -1.36000000 -1.36000000 1.36000000 2.36000000 1.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3267342891 Kirchhoff stress -0.83271E+00 0.10176E+00 0.11179E+01 0.10176E+00 -0.50872E+00 -0.11833E+01 0.11179E+01 -0.11833E+01 -0.31168E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.23756868 1.64851933 2.77365559 2.13009785 -0.91154908 1.09315850 1.64851933 0.41541976 2.63439367 0.67630596 -0.76523335 1.18747628 2.77365559 2.63439367 19.23371528 -2.24006303 -6.84860136 7.16483097 2.13009785 0.67630596 -2.24006303 1.55682257 1.03709381 -0.73243896 -0.91154908 -0.76523335 -6.84860136 1.03709381 2.61117031 -2.29211781 1.09315850 1.18747628 7.16483097 -0.73243896 -2.29211781 2.53628851 *** step number: 69 *** Deformation gradient in current step -0.38000000 -1.38000000 -1.38000000 1.38000000 2.38000000 1.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2876432451 Kirchhoff stress -0.85395E+00 0.76168E-01 0.10836E+01 0.76168E-01 -0.55694E+00 -0.11447E+01 0.10836E+01 -0.11447E+01 -0.28452E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.15120210 1.86915935 2.77302108 2.20576247 -1.00877390 1.12388095 1.86915935 0.69255823 2.67360762 0.83152864 -0.82959543 1.26472255 2.77302108 2.67360762 17.39220527 -2.25947919 -6.53872541 6.84881249 2.20576247 0.83152864 -2.25947919 1.77221040 1.06668694 -0.79346030 -1.00877390 -0.82959543 -6.53872541 1.06668694 2.61511473 -2.31263586 1.12388095 1.26472255 6.84881249 -0.79346030 -2.31263586 2.57096012 *** step number: 70 *** Deformation gradient in current step -0.40000000 -1.40000000 -1.40000000 1.40000000 2.40000000 1.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2495100503 Kirchhoff stress -0.86295E+00 0.49882E-01 0.10446E+01 0.49882E-01 -0.60086E+00 -0.10987E+01 0.10446E+01 -0.10987E+01 -0.25851E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.02143880 2.09145138 2.73656028 2.22861050 -1.10953843 1.14866853 2.09145138 1.10268296 2.69874695 0.97771179 -0.90050391 1.35044657 2.73656028 2.69874695 15.66726386 -2.26574464 -6.23876713 6.52256356 2.22861050 0.97771179 -2.26574464 1.98915607 1.09103198 -0.86123751 -1.10953843 -0.90050391 -6.23876713 1.09103198 2.58289892 -2.31948474 1.14866853 1.35044657 6.52256356 -0.86123751 -2.31948474 2.59120617 *** step number: 71 *** Deformation gradient in current step -0.42000000 -1.42000000 -1.42000000 1.42000000 2.42000000 1.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2124242757 Kirchhoff stress -0.85931E+00 0.23508E-01 0.10017E+01 0.23508E-01 -0.63834E+00 -0.10461E+01 0.10017E+01 -0.10461E+01 -0.23364E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.84468839 2.30246151 2.67950120 2.20266220 -1.20272423 1.16735856 2.30246151 1.50097755 2.69842999 1.11096658 -0.97246423 1.42503764 2.67950120 2.69842999 14.04380133 -2.25993621 -5.94229736 6.17195095 2.20266220 1.11096658 -2.25993621 2.19449297 1.10989895 -0.93024555 -1.20272423 -0.97246423 -5.94229736 1.10989895 2.52968173 -2.31374261 1.16735856 1.42503764 6.17195095 -0.93024555 -2.31374261 2.58543196 *** step number: 72 *** Deformation gradient in current step -0.44000000 -1.44000000 -1.44000000 1.44000000 2.44000000 1.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1764461423 Kirchhoff stress -0.84336E+00 -0.17161E-02 0.95545E+00 -0.17161E-02 -0.67059E+00 -0.98842E+00 0.95545E+00 -0.98842E+00 -0.21003E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.62615361 2.48128770 2.61984377 2.13647768 -1.27832871 1.17721286 2.48128770 1.81057032 2.66186555 1.27142582 -1.03179156 1.45303270 2.61984377 2.66186555 12.54270793 -2.23730296 -5.63170285 5.79339046 2.13647768 1.27142582 -2.23730296 2.36694031 1.12041020 -0.98671791 -1.27832871 -1.03179156 -5.63170285 1.12041020 2.47330934 -2.29061433 1.17721286 1.45303270 5.79339046 -0.98671791 -2.29061433 2.54260323 *** step number: 73 *** Deformation gradient in current step -0.46000000 -1.46000000 -1.46000000 1.46000000 2.46000000 1.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1415728759 Kirchhoff stress -0.81606E+00 -0.24015E-01 0.90646E+00 -0.24015E-01 -0.69833E+00 -0.92762E+00 0.90646E+00 -0.92762E+00 -0.18780E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.37198823 2.61992830 2.55919820 2.03116847 -1.33713167 1.17857082 2.61992830 2.14750645 2.60177207 1.45007445 -1.08047103 1.44548477 2.55919820 2.60177207 11.18423061 -2.19879803 -5.30805680 5.40734327 2.03116847 1.45007445 -2.19879803 2.49849777 1.12285000 -1.03268543 -1.33713167 -1.08047103 -5.30805680 1.12285000 2.41518649 -2.25106271 1.17857082 1.44548477 5.40734327 -1.03268543 -2.25106271 2.47551987 *** step number: 74 *** Deformation gradient in current step -0.48000000 -1.48000000 -1.48000000 1.48000000 2.48000000 1.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1077950543 Kirchhoff stress -0.77880E+00 -0.42382E-01 0.85515E+00 -0.42382E-01 -0.71978E+00 -0.86500E+00 0.85515E+00 -0.86500E+00 -0.16701E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.12039958 2.71479003 2.49227890 1.89089439 -1.37223907 1.17179836 2.71479003 2.53215895 2.52374174 1.60516044 -1.12488272 1.42196845 2.49227890 2.52374174 9.94999756 -2.14697514 -4.97539143 5.02245613 1.89089439 1.60516044 -2.14697514 2.58571924 1.11758135 -1.07463523 -1.37223907 -1.12488272 -4.97539143 1.11758135 2.34985887 -2.19770574 1.17179836 1.42196845 5.02245613 -1.07463523 -2.19770574 2.38990194 *** step number: 75 *** Deformation gradient in current step -0.50000000 -1.50000000 -1.50000000 1.50000000 2.50000000 1.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.7514382833E-01 Kirchhoff stress -0.73400E+00 -0.56638E-01 0.80186E+00 -0.56638E-01 -0.73400E+00 -0.80186E+00 0.80186E+00 -0.80186E+00 -0.14772E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.87077581 2.75985280 2.41535348 1.72792515 -1.37942577 1.15652865 2.75985280 2.87077581 2.41535348 1.72792515 -1.15652865 1.37942577 2.41535348 2.41535348 8.79629399 -2.07420014 -4.62511247 4.62511247 1.72792515 1.72792515 -2.07420014 2.62237255 1.10412730 -1.10412730 -1.37942577 -1.15652865 -4.62511247 1.10412730 2.27317782 -2.12301787 1.15652865 1.37942577 4.62511247 -1.10412730 -2.12301787 2.27317782 *** step number: 76 *** Deformation gradient in current step -0.52000000 -1.52000000 -1.52000000 1.52000000 2.52000000 1.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4364419011E-01 Kirchhoff stress -0.68249E+00 -0.66259E-01 0.74799E+00 -0.66259E-01 -0.74141E+00 -0.73974E+00 0.74799E+00 -0.73974E+00 -0.13002E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.51944604 2.75102595 2.31134075 1.53108697 -1.39679952 1.12443601 2.75102595 3.15132228 2.28167492 1.82450214 -1.16767695 1.32507215 2.31134075 2.28167492 7.70635854 -1.97765775 -4.26146724 4.21524942 1.53108697 1.82450214 -1.97765775 2.60414726 1.07406019 -1.11351745 -1.39679952 -1.16767695 -4.26146724 1.07406019 2.16771229 -2.02425944 1.12443601 1.32507215 4.21524942 -1.11351745 -2.02425944 2.13031556 *** step number: 77 *** Deformation gradient in current step -0.54000000 -1.54000000 -1.54000000 1.54000000 2.54000000 1.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1325464583E-01 Kirchhoff stress -0.62424E+00 -0.70211E-01 0.69564E+00 -0.70211E-01 -0.74189E+00 -0.67955E+00 0.69564E+00 -0.67955E+00 -0.11392E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13067114 2.68772382 2.17854833 1.30650522 -1.41747187 1.07152996 2.68772382 3.40587588 2.13504464 1.89624153 -1.15903969 1.26523251 2.17854833 2.13504464 6.68288287 -1.86152559 -3.89422405 3.80036545 1.30650522 1.89624153 -1.86152559 2.53075357 1.02343905 -1.10356977 -1.41747187 -1.15903969 -3.89422405 1.02343905 2.03204684 -1.90560740 1.07152996 1.26523251 3.80036545 -1.10356977 -1.90560740 1.97378312 *** step number: 78 *** Deformation gradient in current step -0.56000000 -1.56000000 -1.56000000 1.56000000 2.56000000 1.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1607897784E-01 Kirchhoff stress -0.56218E+00 -0.68178E-01 0.64578E+00 -0.68178E-01 -0.73488E+00 -0.62189E+00 0.64578E+00 -0.62189E+00 -0.99386E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84821492 2.57997524 2.04247356 1.08275193 -1.41392707 1.01055977 2.57997524 3.63949138 1.98800952 1.93265120 -1.14145156 1.19437340 2.04247356 1.98800952 5.76713298 -1.74146480 -3.54769247 3.40406157 1.08275193 1.93265120 -1.74146480 2.41267738 0.96508210 -1.08513607 -1.41392707 -1.14145156 -3.54769247 0.96508210 1.89212948 -1.78267868 1.01055977 1.19437340 3.40406157 -1.08513607 -1.78267868 1.81637461 *** step number: 79 *** Deformation gradient in current step -0.58000000 -1.58000000 -1.58000000 1.58000000 2.58000000 1.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.4434088406E-01 Kirchhoff stress -0.50022E+00 -0.60962E-01 0.59826E+00 -0.60962E-01 -0.71996E+00 -0.56712E+00 0.59826E+00 -0.56712E+00 -0.86295E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64906689 2.44035846 1.91748753 0.87099103 -1.38981400 0.95063971 2.44035846 3.84741863 1.85058123 1.92850689 -1.11864001 1.11576008 1.91748753 1.85058123 4.97413144 -1.62351402 -3.22891701 3.04062201 0.87099103 1.92850689 -1.62351402 2.26248527 0.90802196 -1.06196559 -1.38981400 -1.11864001 -3.22891701 0.90802196 1.76225105 -1.66154648 0.95063971 1.11576008 3.04062201 -1.06196559 -1.66154648 1.66824535 *** step number: 80 *** Deformation gradient in current step -0.60000000 -1.60000000 -1.60000000 1.60000000 2.60000000 1.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.7145476694E-01 Kirchhoff stress -0.43995E+00 -0.49601E-01 0.55294E+00 -0.49601E-01 -0.69720E+00 -0.51543E+00 0.55294E+00 -0.51543E+00 -0.74543E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42108849 2.27774795 1.80301554 0.66560319 -1.35279809 0.89257909 2.27774795 4.00442228 1.72176891 1.88170875 -1.08949735 1.03489658 1.80301554 1.72176891 4.28654127 -1.50631242 -2.93154130 2.70735668 0.66560319 1.88170875 -1.50631242 2.08893812 0.85295539 -1.03299429 -1.35279809 -1.08949735 -2.93154130 0.85295539 1.64164641 -1.54093492 0.89257909 1.03489658 2.70735668 -1.03299429 -1.54093492 1.52856873 *** step number: 81 *** Deformation gradient in current step -0.62000000 -1.62000000 -1.62000000 1.62000000 2.62000000 1.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.9734384862E-01 Kirchhoff stress -0.38113E+00 -0.35051E-01 0.50981E+00 -0.35051E-01 -0.66712E+00 -0.46699E+00 0.50981E+00 -0.46699E+00 -0.64032E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15960025 2.10100831 1.69793551 0.46389853 -1.30820271 0.83608636 2.10100831 4.10558093 1.60092933 1.78995028 -1.05523255 0.95354658 1.69793551 1.60092933 3.69200943 -1.39194629 -2.65542299 2.40296329 0.46389853 1.78995028 -1.39194629 1.90112865 0.79953698 -0.99946673 -1.30820271 -1.05523255 -2.65542299 0.79953698 1.52932280 -1.42302298 0.83608636 0.95354658 2.40296329 -0.99946673 -1.42302298 1.39689258 *** step number: 82 *** Deformation gradient in current step -0.64000000 -1.64000000 -1.64000000 1.64000000 2.64000000 1.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1219433082 Kirchhoff stress -0.32469E+00 -0.18459E-01 0.46886E+00 -0.18459E-01 -0.63043E+00 -0.42185E+00 0.46886E+00 -0.42185E+00 -0.54667E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98333776 1.92200952 1.60120234 0.28325422 -1.25805898 0.78026091 1.92200952 4.16454350 1.48746524 1.65307233 -1.01663993 0.87218546 1.60120234 1.48746524 3.17924572 -1.28189190 -2.40055193 2.12474407 0.28325422 1.65307233 -1.28189190 1.71151736 0.74686493 -0.96220500 -1.25805898 -1.01663993 -2.40055193 0.74686493 1.42466879 -1.30933875 0.78026091 0.87218546 2.12474407 -0.96220500 -1.30933875 1.27288475 *** step number: 83 *** Deformation gradient in current step -0.66000000 -1.66000000 -1.66000000 1.66000000 2.66000000 1.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1451670521 Kirchhoff stress -0.27271E+00 -0.12038E-02 0.43009E+00 -0.12038E-02 -0.58757E+00 -0.37996E+00 0.43009E+00 -0.37996E+00 -0.46357E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90252919 1.75141448 1.51248242 0.13367633 -1.20241962 0.72465189 1.75141448 4.21700459 1.38245352 1.48228318 -0.97203765 0.79884729 1.51248242 1.38245352 2.73762399 -1.17590017 -2.16541695 1.87010046 0.13367633 1.48228318 -1.17590017 1.53116611 0.69446858 -0.91953088 -1.20241962 -0.97203765 -2.16541695 0.69446858 1.32759361 -1.19966706 0.72465189 0.79884729 1.87010046 -0.91953088 -1.19966706 1.15795755 *** step number: 84 *** Deformation gradient in current step -0.68000000 -1.68000000 -1.68000000 1.68000000 2.68000000 1.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1668929174 Kirchhoff stress -0.22633E+00 0.15644E-01 0.39351E+00 0.15644E-01 -0.53829E+00 -0.34091E+00 0.39351E+00 -0.34091E+00 -0.39014E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86305116 1.59097155 1.43242918 0.01292351 -1.14116227 0.66938887 1.59097155 4.27756076 1.29021939 1.29929148 -0.92187890 0.74697432 1.43242918 1.29021939 2.36000123 -1.07439801 -1.94890373 1.63896054 0.01292351 1.29929148 -1.07439801 1.36185409 0.64245081 -0.87185010 -1.14116227 -0.92187890 -1.94890373 0.64245081 1.23878197 -1.09448831 0.66938887 0.74697432 1.63896054 -0.87185010 -1.09448831 1.05666642 *** step number: 85 *** Deformation gradient in current step -0.70000000 -1.70000000 -1.70000000 1.70000000 2.70000000 1.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1869707796 Kirchhoff stress -0.18583E+00 0.31151E-01 0.35889E+00 0.31151E-01 -0.48304E+00 -0.30413E+00 0.35889E+00 -0.30413E+00 -0.32539E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83844278 1.43607623 1.36198063 -0.07999857 -1.07376323 0.61487453 1.43607623 4.23625431 1.21423449 1.10127726 -0.87761031 0.70528243 1.36198063 1.21423449 2.04397741 -0.98217962 -1.75175370 1.43534832 -0.07999857 1.10127726 -0.98217962 1.19882516 0.59116454 -0.83053425 -1.07376323 -0.87761031 -1.75175370 0.59116454 1.15938666 -0.99872699 0.61487453 0.70528243 1.43534832 -0.83053425 -0.99872699 0.97253102 *** step number: 86 *** Deformation gradient in current step -0.72000000 -1.72000000 -1.72000000 1.72000000 2.72000000 1.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2052622897 Kirchhoff stress -0.15112E+00 0.43980E-01 0.32563E+00 0.43980E-01 -0.42451E+00 -0.26913E+00 0.32563E+00 -0.26913E+00 -0.26819E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82241991 1.29214353 1.30242148 -0.14544772 -0.99947727 0.56340649 1.29214353 4.03869888 1.15520142 0.88572111 -0.84402869 0.66439901 1.30242148 1.15520142 1.78501498 -0.90060722 -1.57281949 1.25964419 -0.14544772 0.88572111 -0.90060722 1.04712170 0.54278782 -0.80021886 -0.99947727 -0.84402869 -1.57281949 0.54278782 1.09079057 -0.91388898 0.56340649 0.66439901 1.25964419 -0.80021886 -0.91388898 0.90594144 *** step number: 87 *** Deformation gradient in current step -0.74000000 -1.74000000 -1.74000000 1.74000000 2.74000000 1.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2216782090 Kirchhoff stress -0.12197E+00 0.53402E-01 0.29335E+00 0.53402E-01 -0.36588E+00 -0.23602E+00 0.29335E+00 -0.23602E+00 -0.21806E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82067372 1.16376977 1.25670530 -0.18608954 -0.90968250 0.51090111 1.16376977 3.74047491 1.08928532 0.68547614 -0.80043115 0.60508517 1.25670530 1.08928532 1.57088544 -0.81784056 -1.39598380 1.09010595 -0.18608954 0.68547614 -0.81784056 0.91131323 0.49306376 -0.76001400 -0.90968250 -0.80043115 -1.39598380 0.49306376 1.03609276 -0.82810604 0.51090111 0.60508517 1.09010595 -0.76001400 -0.82810604 0.83295268 *** step number: 88 *** Deformation gradient in current step -0.76000000 -1.76000000 -1.76000000 1.76000000 2.76000000 1.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2361924167 Kirchhoff stress -0.98664E-01 0.59825E-01 0.26171E+00 0.59825E-01 -0.30971E+00 -0.20547E+00 0.26171E+00 -0.20547E+00 -0.17560E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84157380 1.05840781 1.23177952 -0.20582595 -0.79618523 0.45598754 1.05840781 3.41456116 1.02382968 0.51224811 -0.74276804 0.53668136 1.23177952 1.02382968 1.41663896 -0.73229049 -1.20992273 0.93268411 -0.20582595 0.51224811 -0.73229049 0.79884045 0.44063429 -0.70587403 -0.79618523 -0.74276804 -1.20992273 0.44063429 1.00214263 -0.73972435 0.45598754 0.53668136 0.93268411 -0.70587403 -0.73972435 0.76092249 *** step number: 89 *** Deformation gradient in current step -0.78000000 -1.78000000 -1.78000000 1.78000000 2.78000000 1.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2488175135 Kirchhoff stress -0.80306E-01 0.63196E-01 0.23092E+00 0.63196E-01 -0.25681E+00 -0.17736E+00 0.23092E+00 -0.17736E+00 -0.13996E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83220760 0.97625431 1.19424005 -0.19349652 -0.70624656 0.41368334 0.97625431 3.10936694 0.98345407 0.35637604 -0.68548119 0.49146448 1.19424005 0.98345407 1.30744359 -0.64301365 -1.04986215 0.81427201 -0.19349652 0.35637604 -0.64301365 0.71002135 0.40072997 -0.65251116 -0.70624656 -0.68548119 -1.04986215 0.40072997 0.95537244 -0.64781216 0.41368334 0.49146448 0.81427201 -0.65251116 -0.64781216 0.71470794 *** step number: 90 *** Deformation gradient in current step -0.80000000 -1.80000000 -1.80000000 1.80000000 2.80000000 1.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2596155732 Kirchhoff stress -0.64615E-01 0.63031E-01 0.20230E+00 0.63031E-01 -0.20713E+00 -0.15119E+00 0.20230E+00 -0.15119E+00 -0.10873E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80736855 0.91258600 1.13447050 -0.15675895 -0.65028706 0.37839875 0.91258600 2.80806959 0.96124135 0.22106072 -0.62921819 0.45671445 1.13447050 0.96124135 1.20971857 -0.55554916 -0.93046697 0.72005854 -0.15675895 0.22106072 -0.55554916 0.64048175 0.36774471 -0.60047846 -0.65028706 -0.62921819 -0.93046697 0.36774471 0.88652270 -0.55810391 0.37839875 0.45671445 0.72005854 -0.60047846 -0.55810391 0.68752990 *** step number: 91 *** Deformation gradient in current step -0.82000000 -1.82000000 -1.82000000 1.82000000 2.82000000 1.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2686953436 Kirchhoff stress -0.51438E-01 0.59627E-01 0.17586E+00 0.59627E-01 -0.16166E+00 -0.12672E+00 0.17586E+00 -0.12672E+00 -0.81091E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83188642 0.86802321 1.09360251 -0.11983094 -0.56783370 0.33617309 0.86802321 2.48650658 0.93317743 0.10188904 -0.57368301 0.40691291 1.09360251 0.93317743 1.10901547 -0.48051879 -0.81746663 0.61511109 -0.11983094 0.10188904 -0.48051879 0.59120819 0.32747924 -0.54901172 -0.56783370 -0.57368301 -0.81746663 0.32747924 0.83747933 -0.48146210 0.33617309 0.40691291 0.61511109 -0.54901172 -0.48146210 0.65534857 *** step number: 92 *** Deformation gradient in current step -0.84000000 -1.84000000 -1.84000000 1.84000000 2.84000000 1.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2761622758 Kirchhoff stress -0.41836E-01 0.53500E-01 0.15025E+00 0.53500E-01 -0.12203E+00 -0.10449E+00 0.15025E+00 -0.10449E+00 -0.58307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87093315 0.84017490 1.07553357 -0.08010146 -0.45375999 0.29692208 0.84017490 2.14355601 0.88640473 0.00495805 -0.51702746 0.33661162 1.07553357 0.88640473 1.00563146 -0.40658652 -0.69311467 0.49734547 -0.08010146 0.00495805 -0.40658652 0.55939946 0.28973871 -0.49611175 -0.45375999 -0.51702746 -0.69311467 0.28973871 0.81194978 -0.40654031 0.29692208 0.33661162 0.49734547 -0.49611175 -0.40654031 0.60484778 *** step number: 93 *** Deformation gradient in current step -0.86000000 -1.86000000 -1.86000000 1.86000000 2.86000000 1.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2821450957 Kirchhoff stress -0.35056E-01 0.45305E-01 0.12524E+00 0.45305E-01 -0.89340E-01 -0.85324E-01 0.12524E+00 -0.85324E-01 -0.40910E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85948782 0.82625716 1.05481866 -0.04593099 -0.33816785 0.26347488 0.82625716 1.82972659 0.83759899 -0.05957553 -0.45441955 0.26563402 1.05481866 0.83759899 0.90864752 -0.32760248 -0.57153065 0.39453889 -0.04593099 -0.05957553 -0.32760248 0.54218341 0.25744552 -0.43703470 -0.33816785 -0.45441955 -0.57153065 0.25744552 0.78434705 -0.32706298 0.26347488 0.26563402 0.39453889 -0.43703470 -0.32706298 0.55275523 *** step number: 94 *** Deformation gradient in current step -0.88000000 -1.88000000 -1.88000000 1.88000000 2.88000000 1.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2868145177 Kirchhoff stress -0.29829E-01 0.36237E-01 0.10127E+00 0.36237E-01 -0.62872E-01 -0.68986E-01 0.10127E+00 -0.68986E-01 -0.27861E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85238226 0.82779585 1.02909188 -0.03322201 -0.22731761 0.22916695 0.82779585 1.62077196 0.80831706 -0.09302788 -0.38703511 0.20920093 1.02909188 0.80831706 0.83522587 -0.25499321 -0.46533090 0.32089902 -0.03322201 -0.09302788 -0.25499321 0.54114217 0.22407061 -0.37297480 -0.22731761 -0.38703511 -0.46533090 0.22407061 0.75231263 -0.25432067 0.22916695 0.20920093 0.32089902 -0.37297480 -0.25432067 0.52078146 *** step number: 95 *** Deformation gradient in current step -0.90000000 -1.90000000 -1.90000000 1.90000000 2.90000000 1.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2903159926 Kirchhoff stress -0.26411E-01 0.27433E-01 0.78459E-01 0.27433E-01 -0.40961E-01 -0.54756E-01 0.78459E-01 -0.54756E-01 -0.18091E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86469291 0.83750960 1.00425064 -0.02902492 -0.13266938 0.19291842 0.83750960 1.49402405 0.79323748 -0.10525428 -0.31777557 0.15817720 1.00425064 0.79323748 0.78683815 -0.19292732 -0.36867294 0.25773912 -0.02902492 -0.10525428 -0.19292732 0.54888228 0.18863005 -0.30688016 -0.13266938 -0.31777557 -0.36867294 0.18863005 0.72190708 -0.19232768 0.19291842 0.15817720 0.25773912 -0.30688016 -0.19232768 0.50382292 *** step number: 96 *** Deformation gradient in current step -0.92000000 -1.92000000 -1.92000000 1.92000000 2.92000000 1.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2927751991 Kirchhoff stress -0.23073E-01 0.19285E-01 0.57507E-01 0.19285E-01 -0.23294E-01 -0.42185E-01 0.57507E-01 -0.42185E-01 -0.11037E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76396017 0.83994391 0.97176102 -0.01391455 -0.09783472 0.16079626 0.83994391 1.32654892 0.78872840 -0.10468910 -0.25110656 0.11534123 0.97176102 0.78872840 0.76351613 -0.13654431 -0.27961349 0.19965712 -0.01391455 -0.10468910 -0.13654431 0.54900495 0.15727070 -0.24326792 -0.09783472 -0.25110656 -0.27961349 0.15727070 0.68427861 -0.13609147 0.16079626 0.11534123 0.19965712 -0.24326792 -0.13609147 0.49766606 *** step number: 97 *** Deformation gradient in current step -0.94000000 -1.94000000 -1.94000000 1.94000000 2.94000000 1.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2943969552 Kirchhoff stress -0.16892E-01 0.11834E-01 0.39589E-01 0.11834E-01 -0.10754E-01 -0.30946E-01 0.39589E-01 -0.30946E-01 -0.60238E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.62350022 0.83428356 0.93205718 0.01069277 -0.09902898 0.13302768 0.83428356 1.11576039 0.79141782 -0.08850944 -0.18917395 0.08327733 0.93205718 0.79141782 0.75570980 -0.08353129 -0.20033994 0.14887579 0.01069277 -0.08850944 -0.08353129 0.54100775 0.13028942 -0.18408893 -0.09902898 -0.18917395 -0.20033994 0.13028942 0.64042269 -0.08322573 0.13302768 0.08327733 0.14887579 -0.18408893 -0.08322573 0.49870673 *** step number: 98 *** Deformation gradient in current step -0.96000000 -1.96000000 -1.96000000 1.96000000 2.96000000 1.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954201730 Kirchhoff stress -0.93001E-02 0.55991E-02 0.24555E-01 0.55991E-02 -0.32756E-02 -0.20608E-01 0.24555E-01 -0.20608E-01 -0.26163E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61195028 0.83499088 0.89845362 0.02381921 -0.07625232 0.10019166 0.83499088 0.95173020 0.80120414 -0.05936195 -0.12683618 0.05752268 0.89845362 0.80120414 0.75431583 -0.03901477 -0.12796869 0.10267363 0.02381921 -0.05936195 -0.03901477 0.54031785 0.09828320 -0.12393474 -0.07625232 -0.12683618 -0.12796869 0.09828320 0.60437367 -0.03885256 0.10019166 0.05752268 0.10267363 -0.12393474 -0.03885256 0.50713668 *** step number: 99 *** Deformation gradient in current step -0.98000000 -1.98000000 -1.98000000 1.98000000 2.98000000 1.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2959935148 Kirchhoff stress -0.32702E-02 0.14516E-02 0.11542E-01 0.14516E-02 0.12097E-03 -0.10523E-01 0.11542E-01 -0.10523E-01 -0.64417E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67672892 0.84009088 0.86963641 0.01859526 -0.03723536 0.05573341 0.84009088 0.84263756 0.81876394 -0.02737498 -0.06265641 0.03123642 0.86963641 0.81876394 0.75469448 -0.00994922 -0.06113331 0.05448221 0.01859526 -0.02737498 -0.00994922 0.54499691 0.05471558 -0.06139814 -0.03723536 -0.06265641 -0.06113331 0.05471558 0.57461720 -0.00990372 0.05573341 0.03123642 0.05448221 -0.06139814 -0.00990372 0.52393027 *** step number: 100 *** Deformation gradient in current step -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2961788604 Kirchhoff stress 0.24536E-12 -0.18834E-15 0.40683E-15 -0.18599E-15 0.24539E-12 -0.55981E-15 0.40786E-15 -0.56955E-15 0.24535E-12 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75517425 0.84262458 0.84262458 0.00000000 -0.00000000 0.00000000 0.84262458 0.75517425 0.84262458 -0.00000000 -0.00000000 0.00000000 0.84262458 0.84262458 0.75517425 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.54744893 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.54744893 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.54744893 * CB-KIM calculation successfully completed