---------------------------------------------------------------------------- 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_Mendelev_Sordelet_CuZr__MO_120596890176_004 Maximum cut-off distance: 7.6000000000 **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_qclib/build_on_the_fly: Number of neighbors ( 403) exceeds maxlats. Increasing maxlats to 800. *** 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 2.89474907570514750077 0.00000000000000000000 1.44737453785257375038 0.00000000000000000000 2.89474907570514750077 1.44737453785257375038 -0.00000000000000000000 0.00000000000000000000 1.44737453785257375038 **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) = -0.2673656950 Kirchhoff stress -0.16616E-11 0.00000E+00 -0.28606E-18 0.14303E-18 -0.16616E-11 -0.57212E-18 -0.28606E-18 -0.42909E-18 -0.16616E-11 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95797233 0.81826659 0.81826659 -0.00000000 -0.00000000 0.00000000 0.81826659 0.95797233 0.81826659 0.00000000 -0.00000000 -0.00000000 0.81826659 0.81826659 0.95797233 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.49994048 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.49994048 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.49994048 *** 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) = -0.2671099157 Kirchhoff stress 0.19950E-02 0.66567E-03 -0.80441E-02 0.66567E-03 0.78207E-02 0.11823E-01 -0.80441E-02 0.11823E-01 0.37741E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65736193 0.78441691 0.71006665 -0.03121781 -0.04476856 -0.03332829 0.78441691 1.22413553 0.89241132 0.01793116 0.02654246 0.00856849 0.71006665 0.89241132 0.91873312 -0.00420084 -0.06801927 0.06466897 -0.03121781 0.01793116 -0.00420084 0.46649605 -0.03232616 0.02571501 -0.04476856 0.02654246 -0.06801927 -0.03232616 0.39187843 -0.00415051 -0.03332829 0.00856849 0.06466897 0.02571501 -0.00415051 0.57496510 *** 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) = -0.2663295496 Kirchhoff stress 0.94237E-03 0.33392E-02 -0.14980E-01 0.33392E-02 0.13803E-01 0.24721E-01 -0.14980E-01 0.24721E-01 0.10368E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97645277 0.75588309 0.67697241 -0.06226154 0.00715709 -0.09109564 0.75588309 0.91350132 0.90328247 0.01686987 0.06603657 -0.09612530 0.67697241 0.90328247 0.86365180 -0.02963956 -0.05632485 0.04164062 -0.06226154 0.01686987 -0.02963956 0.43921887 -0.08889982 0.06453300 0.00715709 0.06603657 -0.05632485 -0.08889982 0.35991934 -0.02945118 -0.09109564 -0.09612530 0.04164062 0.06453300 -0.02945118 0.58781771 *** 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) = -0.2650019235 Kirchhoff stress -0.99831E-02 0.70289E-02 -0.22427E-01 0.70289E-02 0.10646E-01 0.37102E-01 -0.22427E-01 0.37102E-01 0.16185E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.37026334 0.73218694 0.64513766 -0.05314200 0.03889626 -0.11180246 0.73218694 0.48435877 0.86788678 0.01778384 0.06918481 -0.14175001 0.64513766 0.86788678 0.76214503 -0.04254443 -0.04724708 0.00001968 -0.05314200 0.01778384 -0.04254443 0.41798067 -0.10821554 0.06713012 0.03889626 0.06918481 -0.04724708 -0.10821554 0.33050658 -0.04216670 -0.11180246 -0.14175001 0.00001968 0.06713012 -0.04216670 0.55587284 *** 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) = -0.2631347354 Kirchhoff stress -0.26167E-01 0.98540E-02 -0.29700E-01 0.98540E-02 0.16630E-02 0.48774E-01 -0.29700E-01 0.48774E-01 0.20796E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49758051 0.71579436 0.60787838 -0.03518699 0.04516233 -0.10981933 0.71579436 0.25303547 0.80647952 0.03652151 0.05673485 -0.09980801 0.60787838 0.80647952 0.62700636 -0.04044506 -0.02903544 -0.05634109 -0.03518699 0.03652151 -0.04044506 0.40538385 -0.10464637 0.05420967 0.04516233 0.05673485 -0.02903544 -0.10464637 0.29704455 -0.03987619 -0.10981933 -0.09980801 -0.05634109 0.05420967 -0.03987619 0.49951945 *** 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) = -0.2607384184 Kirchhoff stress -0.42582E-01 0.11799E-01 -0.37666E-01 0.11799E-01 -0.71942E-02 0.61155E-01 -0.37666E-01 0.61155E-01 0.22347E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49860476 0.74367240 0.62927404 -0.02386770 0.06214761 -0.10040150 0.74367240 0.31614655 0.77254702 0.05443072 0.04228335 -0.00965674 0.62927404 0.77254702 0.55070393 -0.05150086 0.02436827 -0.14591557 -0.02386770 0.05443072 -0.05150086 0.43871816 -0.09346710 0.03929996 0.06214761 0.04228335 0.02436827 -0.09346710 0.32387960 -0.05079853 -0.10040150 -0.00965674 -0.14591557 0.03929996 -0.05079853 0.47256264 *** 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) = -0.2577170026 Kirchhoff stress -0.58578E-01 0.13078E-01 -0.47401E-01 0.13078E-01 -0.11706E-01 0.75024E-01 -0.47401E-01 0.75024E-01 0.19280E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.54788972 0.77090034 0.66112781 0.00583737 0.09241331 -0.10300931 0.77090034 0.51627499 0.74943687 0.08704260 0.04411459 0.05890320 0.66112781 0.74943687 0.50342612 -0.05873489 0.08912030 -0.25461098 0.00583737 0.08704260 -0.05873489 0.47363975 -0.09420339 0.04063387 0.09241331 0.04411459 0.08912030 -0.09420339 0.36335416 -0.05802569 -0.10300931 0.05890320 -0.25461098 0.04063387 -0.05802569 0.45886267 *** 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) = -0.2539113662 Kirchhoff stress -0.74414E-01 0.13324E-01 -0.57649E-01 0.13324E-01 -0.10048E-01 0.90733E-01 -0.57649E-01 0.90733E-01 0.13535E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.66031071 0.78242639 0.65049561 0.07046498 0.05465420 -0.09908196 0.78242639 0.73825048 0.77034767 0.11549180 0.02969280 0.13832414 0.65049561 0.77034767 0.47485966 -0.08122528 0.09050548 -0.30841805 0.07046498 0.11549180 -0.08122528 0.49603174 -0.08841639 0.02566230 0.05465420 0.02969280 0.09050548 -0.08841639 0.36345601 -0.08069402 -0.09908196 0.13832414 -0.30841805 0.02566230 -0.08069402 0.49240933 *** 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) = -0.2491355048 Kirchhoff stress -0.90373E-01 0.11533E-01 -0.66717E-01 0.11533E-01 -0.12023E-02 0.10996E+00 -0.66717E-01 0.10996E+00 0.97719E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.75955669 0.75138133 0.57277901 0.17425928 -0.01880518 -0.11464861 0.75138133 0.84061877 0.79588341 0.18247565 0.02540596 0.18927431 0.57277901 0.79588341 0.43561479 -0.08733513 0.04534000 -0.32435892 0.17425928 0.18247565 -0.08733513 0.47995003 -0.10229717 0.02079747 -0.01880518 0.02540596 0.04534000 -0.10229717 0.30053428 -0.08719492 -0.11464861 0.18927431 -0.32435892 0.02079747 -0.08719492 0.53453683 *** 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) = -0.2433259518 Kirchhoff stress -0.10646E+00 0.89358E-02 -0.72399E-01 0.89358E-02 0.62006E-02 0.12736E+00 -0.72399E-01 0.12736E+00 0.67060E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.77888659 0.68528877 0.45772367 0.24979492 -0.12624657 -0.14909222 0.68528877 0.62692537 0.67652419 0.28828069 0.03524187 0.01845751 0.45772367 0.67652419 0.33079263 -0.07729085 -0.02497533 -0.42227596 0.24979492 0.28828069 -0.07729085 0.43456425 -0.13546569 0.03010104 -0.12624657 0.03524187 -0.02497533 -0.13546569 0.20601769 -0.07773637 -0.14909222 0.01845751 -0.42227596 0.03010104 -0.07773637 0.43710867 *** 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) = -0.2367574505 Kirchhoff stress -0.12031E+00 0.75682E-02 -0.74859E-01 0.75682E-02 0.71148E-02 0.13935E+00 -0.74859E-01 0.13935E+00 0.21870E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.53100316 0.59587415 0.36653685 0.21455907 -0.17870821 -0.19798133 0.59587415 0.42399430 0.53054759 0.33678793 0.02422355 -0.18433130 0.36653685 0.53054759 0.25505782 -0.08047298 -0.07758415 -0.51313537 0.21455907 0.33678793 -0.08047298 0.37307625 -0.18377626 0.01870849 -0.17870821 0.02422355 -0.07758415 -0.18377626 0.14262819 -0.08161095 -0.19798133 -0.18433130 -0.51313537 0.01870849 -0.08161095 0.31958889 *** 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) = -0.2297393965 Kirchhoff stress -0.13107E+00 0.73018E-02 -0.76643E-01 0.73018E-02 0.39312E-02 0.14764E+00 -0.76643E-01 0.14764E+00 -0.38288E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44448568 0.52078686 0.30491805 0.19527654 -0.17794017 -0.23135394 0.52078686 0.27081164 0.43363760 0.30284508 0.00091268 -0.30132186 0.30491805 0.43363760 0.25834222 -0.10270851 -0.08582640 -0.54171716 0.19527654 0.30284508 -0.10270851 0.33507327 -0.21765685 -0.00462848 -0.17794017 0.00091268 -0.08582640 -0.21765685 0.11804642 -0.10448046 -0.23135394 -0.30132186 -0.54171716 -0.00462848 -0.10448046 0.25926467 *** 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) = -0.2223909215 Kirchhoff stress -0.14382E+00 0.52076E-02 -0.79667E-01 0.52076E-02 -0.20328E-02 0.15437E+00 -0.79667E-01 0.15437E+00 -0.10640E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51500639 0.46648233 0.27194824 0.24542332 -0.14271238 -0.23478821 0.46648233 0.12489470 0.38672823 0.23998786 -0.02435846 -0.34638964 0.27194824 0.38672823 0.33994892 -0.11795814 -0.05977541 -0.52578924 0.24542332 0.23998786 -0.11795814 0.31843637 -0.22230027 -0.02967034 -0.14271238 -0.02435846 -0.05977541 -0.22230027 0.12277210 -0.12020028 -0.23478821 -0.34638964 -0.52578924 -0.02967034 -0.12020028 0.24886252 *** 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) = -0.2147016683 Kirchhoff stress -0.15793E+00 -0.45281E-03 -0.83967E-01 -0.45281E-03 -0.10025E-01 0.16098E+00 -0.83967E-01 0.16098E+00 -0.18106E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.50036633 0.45681674 0.26767546 0.33536698 -0.12761216 -0.23288588 0.45681674 0.04377094 0.39961944 0.17117473 -0.02644242 -0.35625261 0.26767546 0.39961944 0.47981095 -0.12802495 0.01056627 -0.52781970 0.33536698 0.17117473 -0.12802495 0.33164264 -0.22092467 -0.03182472 -0.12761216 -0.02644242 0.01056627 -0.22092467 0.14136564 -0.13077555 -0.23288588 -0.35625261 -0.52781970 -0.03182472 -0.13077555 0.28396819 *** 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) = -0.2067116243 Kirchhoff stress -0.16856E+00 -0.86339E-02 -0.88481E-01 -0.86339E-02 -0.20565E-01 0.16809E+00 -0.88481E-01 0.16809E+00 -0.27866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28598491 0.48434747 0.30316175 0.39003006 -0.13725748 -0.25447703 0.48434747 -0.00530973 0.42359590 0.12524803 0.01748093 -0.41148628 0.30316175 0.42359590 0.64810388 -0.14898745 0.13308841 -0.60375733 0.39003006 0.12524803 -0.14898745 0.35923461 -0.24103994 0.01106095 -0.13725748 0.01748093 0.13308841 -0.24103994 0.17673755 -0.15275327 -0.25447703 -0.41148628 -0.60375733 0.01106095 -0.15275327 0.30884246 *** 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) = -0.1985873888 Kirchhoff stress -0.17357E+00 -0.15435E-01 -0.93597E-01 -0.15435E-01 -0.35843E-01 0.17529E+00 -0.93597E-01 0.17529E+00 -0.44310E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02722973 0.56272013 0.42754572 0.37552435 -0.09424175 -0.34541429 0.56272013 0.12515699 0.48725390 0.12762036 0.11537951 -0.56622102 0.42754572 0.48725390 0.90891419 -0.21142750 0.33736629 -0.79988680 0.37552435 0.12762036 -0.21142750 0.40643040 -0.32667629 0.10585179 -0.09424175 0.11537951 0.33736629 -0.32667629 0.26941022 -0.21762031 -0.34541429 -0.56622102 -0.79988680 0.10585179 -0.21762031 0.34482132 *** 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) = -0.1904408026 Kirchhoff stress -0.17672E+00 -0.16266E-01 -0.10273E+00 -0.16266E-01 -0.54023E-01 0.18422E+00 -0.10273E+00 0.18422E+00 -0.72698E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97786635 0.71126073 0.70216966 0.28718461 0.05339059 -0.50200221 0.71126073 0.53333675 0.66386300 0.12235101 0.25496003 -0.78501043 0.70216966 0.66386300 1.37823629 -0.35650594 0.64836812 -1.11204605 0.28718461 0.12235101 -0.35650594 0.48416041 -0.47179576 0.23858916 0.05339059 0.25496003 0.64836812 -0.47179576 0.47211128 -0.36801316 -0.50200221 -0.78501043 -1.11204605 0.23858916 -0.36801316 0.45795307 *** 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) = -0.1821000882 Kirchhoff stress -0.18501E+00 -0.10700E-01 -0.12116E+00 -0.10700E-01 -0.77526E-01 0.19906E+00 -0.12116E+00 0.19906E+00 -0.11728E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14791730 0.88707955 1.07374810 0.16835967 0.29347192 -0.69100495 0.88707955 0.68691307 0.96696010 -0.03053306 0.41909122 -0.99866074 1.07374810 0.96696010 2.08721056 -0.59835328 1.06347652 -1.51285879 0.16835967 -0.03053306 -0.59835328 0.58113032 -0.64611400 0.39313541 0.29347192 0.41909122 1.06347652 -0.64611400 0.76346721 -0.61774245 -0.69100495 -0.99866074 -1.51285879 0.39313541 -0.61774245 0.69047268 *** 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) = -0.1732086535 Kirchhoff stress -0.20129E+00 -0.23395E-03 -0.15086E+00 -0.23395E-03 -0.11164E+00 0.22331E+00 -0.15086E+00 0.22331E+00 -0.18091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42130003 1.10169238 1.42911456 0.10539591 0.47474810 -0.89069934 1.10169238 0.73285073 1.36195418 -0.21141224 0.62416647 -1.26784615 1.42911456 1.36195418 3.02496627 -0.90837950 1.56320043 -2.07703733 0.10539591 -0.21141224 -0.90837950 0.72692272 -0.83036200 0.58692717 0.47474810 0.62416647 1.56320043 -0.83036200 1.04862216 -0.93756545 -0.89069934 -1.26784615 -2.07703733 0.58692717 -0.93756545 1.02357546 *** 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) = -0.1634172690 Kirchhoff stress -0.22690E+00 0.16277E-01 -0.19290E+00 0.16277E-01 -0.15915E+00 0.25996E+00 -0.19290E+00 0.25996E+00 -0.26950E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.90237592 1.37673473 1.93281839 0.00626721 0.76597993 -1.15883674 1.37673473 0.93509587 1.87757831 -0.35168989 0.89589838 -1.59169861 1.93281839 1.87757831 4.40797058 -1.33989923 2.32281154 -2.88435002 0.00626721 -0.35168989 -1.33989923 0.94737367 -1.08342361 0.84619099 0.76597993 0.89589838 2.32281154 -1.08342361 1.49642087 -1.38036909 -1.15883674 -1.59169861 -2.88435002 0.84619099 -1.38036909 1.48903119 *** 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) = -0.1521072187 Kirchhoff stress -0.26682E+00 0.43838E-01 -0.25433E+00 0.43838E-01 -0.21761E+00 0.31506E+00 -0.25433E+00 0.31506E+00 -0.39550E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.30399029 1.67156558 2.58955743 -0.19580829 1.12106145 -1.50739480 1.67156558 1.46525625 2.52047310 -0.42258455 1.24292158 -1.90545880 2.58955743 2.52047310 6.36601984 -1.91155016 3.40595704 -3.95096561 -0.19580829 -0.42258455 -1.91155016 1.20576806 -1.41873035 1.18046790 1.12106145 1.24292158 3.40595704 -1.41873035 2.11559356 -1.96396214 -1.50739480 -1.90545880 -3.95096561 1.18046790 -1.96396214 2.09629527 *** 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) = -0.1383078434 Kirchhoff stress -0.31877E+00 0.86729E-01 -0.33916E+00 0.86729E-01 -0.28145E+00 0.39473E+00 -0.33916E+00 0.39473E+00 -0.57033E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58675240 1.93042067 3.35584941 -0.40937148 1.52785743 -1.90534933 1.93042067 2.03243123 3.26423588 -0.51946940 1.63730407 -2.25259248 3.35584941 3.26423588 8.98719869 -2.62319136 4.81006300 -5.28253704 -0.40937148 -0.51946940 -2.62319136 1.44991694 -1.80695685 1.56317992 1.52785743 1.63730407 4.81006300 -1.80695685 2.86634841 -2.68691868 -1.90534933 -2.25259248 -5.28253704 1.56317992 -2.68691868 2.82174519 *** 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) = -0.1208485632 Kirchhoff stress -0.38496E+00 0.14203E+00 -0.45376E+00 0.14203E+00 -0.35463E+00 0.50101E+00 -0.45376E+00 0.50101E+00 -0.80707E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.78652001 2.14983967 4.26205531 -0.45797602 2.08215486 -2.30558289 2.14983967 2.37002751 4.13182917 -0.62917494 2.04586126 -2.72962740 4.26205531 4.13182917 12.38568446 -3.43759207 6.55300494 -6.93260298 -0.45797602 -0.62917494 -3.43759207 1.67786633 -2.20245515 1.96266560 2.08215486 2.04586126 6.55300494 -2.20245515 3.78063216 -3.51049589 -2.30558289 -2.72962740 -6.93260298 1.96266560 -3.51049589 3.68979998 *** 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) = -0.9848969797E-01 Kirchhoff stress -0.46312E+00 0.20703E+00 -0.60294E+00 0.20703E+00 -0.44112E+00 0.63646E+00 -0.60294E+00 0.63646E+00 -0.11190E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.86589150 2.36647861 5.27935065 -0.47803599 2.69832196 -2.70261029 2.36647861 2.58887970 5.14405578 -0.72371454 2.50842448 -3.19752088 5.27935065 5.14405578 16.68672263 -4.36588075 8.65642582 -8.90575351 -0.47803599 -0.72371454 -4.36588075 1.91078687 -2.59728611 2.41729765 2.69832196 2.50842448 8.65642582 -2.59728611 4.81386328 -4.44692940 -2.70261029 -3.19752088 -8.90575351 2.41729765 -4.44692940 4.70723436 *** 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) = -0.6997909011E-01 Kirchhoff stress -0.54552E+00 0.27667E+00 -0.77626E+00 0.27667E+00 -0.53472E+00 0.79292E+00 -0.77626E+00 0.79292E+00 -0.14952E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.35063622 1.97076857 4.06307833 0.03827045 2.10928930 -1.90342051 1.97076857 2.17967457 3.97525042 -0.14284523 1.81009813 -2.38213295 4.06307833 3.97525042 13.42087866 -3.08712115 6.66241131 -6.77440683 0.03827045 -0.14284523 -3.08712115 1.53181801 -1.79709590 1.71127522 2.10928930 1.81009813 6.66241131 -1.79709590 3.61393389 -3.17600802 -1.90342051 -2.38213295 -6.77440683 1.71127522 -3.17600802 3.54160750 *** 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) = -0.3637609275E-01 Kirchhoff stress -0.59058E+00 0.31211E+00 -0.89138E+00 0.31211E+00 -0.59058E+00 0.89138E+00 -0.89138E+00 0.89138E+00 -0.17794E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.33625554 1.99083846 4.30457087 0.02368959 2.29281316 -1.90022551 1.99083846 2.33625554 4.30457087 0.02368959 1.90022551 -2.29281316 4.30457087 4.30457087 15.39463093 -3.29273032 7.44393185 -7.44393185 0.02368959 0.02368959 -3.29273032 1.56880816 -1.79414187 1.79414187 2.29281316 1.90022551 7.44393185 -1.79414187 3.87187024 -3.38892776 -1.90022551 -2.29281316 -7.44393185 1.79414187 -3.38892776 3.87187024 *** 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) = 0.1433071250E-02 Kirchhoff stress -0.63235E+00 0.34872E+00 -0.10096E+01 0.34872E+00 -0.63789E+00 0.99641E+00 -0.10096E+01 0.99641E+00 -0.20905E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.22517347 1.93413024 4.45214909 -0.05564602 2.34840855 -1.89972488 1.93413024 2.56291968 4.57276073 0.13533565 1.95750940 -2.15354882 4.45214909 4.57276073 17.44906668 -3.50422039 8.18678049 -8.15544646 -0.05564602 0.13533565 -3.50422039 1.52893373 -1.79512560 1.84481964 2.34840855 1.95750940 8.18678049 -1.79512560 4.03571365 -3.60697718 -1.89972488 -2.15354882 -8.15544646 1.84481964 -3.60697718 4.13866375 *** 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) = 0.4371321181E-01 Kirchhoff stress -0.66790E+00 0.38422E+00 -0.11278E+01 0.38422E+00 -0.67317E+00 0.11056E+01 -0.11278E+01 0.11056E+01 -0.24286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.01129997 1.83185863 4.55151881 -0.11866705 2.32696318 -1.87389268 1.83185863 2.75222857 4.76514724 0.16402112 1.97223358 -2.06698321 4.55151881 4.76514724 19.63162201 -3.69895025 8.90339487 -8.91283900 -0.11866705 0.16402112 -3.69895025 1.44319466 -1.77197763 1.85381930 2.32696318 1.97223358 8.90339487 -1.77197763 4.15092568 -3.80729909 -1.87389268 -2.06698321 -8.91283900 1.85381930 -3.80729909 4.32734573 *** 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) = 0.9053014101E-01 Kirchhoff stress -0.69277E+00 0.41492E+00 -0.12428E+01 0.41492E+00 -0.69856E+00 0.12145E+01 -0.12428E+01 0.12145E+01 -0.27948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61458587 1.71051332 4.59736102 -0.14575809 2.22496271 -1.82991534 1.71051332 2.77602095 4.85421744 0.08819482 1.96399585 -2.03948300 4.59736102 4.85421744 21.95518777 -3.86816501 9.59398824 -9.69763211 -0.14575809 0.08819482 -3.86816501 1.33786568 -1.73178552 1.84095033 2.22496271 1.96399585 9.59398824 -1.73178552 4.21193099 -3.98094417 -1.82991534 -2.03948300 -9.69763211 1.84095033 -3.98094417 4.41053378 *** 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) = 0.1416571211 Kirchhoff stress -0.70382E+00 0.43843E+00 -0.13521E+01 0.43843E+00 -0.71743E+00 0.13187E+01 -0.13521E+01 0.13187E+01 -0.31899E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15087310 1.57059012 4.62427200 -0.15073797 2.10104293 -1.76729669 1.57059012 2.62259045 4.90301145 0.02900443 1.94752976 -2.05718911 4.62427200 4.90301145 24.49681725 -3.98723128 10.28326983 -10.47548228 -0.15073797 0.02900443 -3.98723128 1.21332354 -1.67392848 1.82115525 2.10104293 1.94752976 10.28326983 -1.67392848 4.25316683 -4.10309329 -1.76729669 -2.05718911 -10.47548228 1.82115525 -4.10309329 4.45159772 *** 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) = 0.1966521644 Kirchhoff stress -0.70234E+00 0.45649E+00 -0.14537E+01 0.45649E+00 -0.73392E+00 0.14161E+01 -0.14537E+01 0.14161E+01 -0.36135E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82135103 1.42062899 4.64937004 -0.13585573 1.99006429 -1.69482142 1.42062899 2.30576412 4.93277854 0.08979948 1.94074394 -1.99703595 4.64937004 4.93277854 27.32117549 -4.05545841 10.97251158 -11.18087884 -0.13585573 0.08979948 -4.05545841 1.07794499 -1.60699823 1.81248655 1.99006429 1.94074394 10.97251158 -1.60699823 4.29150741 -4.17294788 -1.69482142 -1.99703595 -11.18087884 1.81248655 -4.17294788 4.47213901 *** 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) = 0.2550293537 Kirchhoff stress -0.69309E+00 0.47128E+00 -0.15463E+01 0.47128E+00 -0.74940E+00 0.15058E+01 -0.15463E+01 0.15058E+01 -0.40640E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75714794 1.28854272 4.66640789 -0.13726534 1.90907255 -1.63138793 1.28854272 1.92928382 4.94184255 0.19895695 1.91611199 -1.93177185 4.66640789 4.94184255 30.44234584 -4.08483102 11.63196107 -11.79622197 -0.13726534 0.19895695 -4.08483102 0.95957549 -1.54970530 1.78754827 1.90907255 1.91611199 11.63196107 -1.54970530 4.32053590 -4.20240994 -1.63138793 -1.93177185 -11.79622197 1.78754827 -4.20240994 4.47102289 *** 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) = 0.3163866159 Kirchhoff stress -0.68362E+00 0.48321E+00 -0.16303E+01 0.48321E+00 -0.76238E+00 0.15873E+01 -0.16303E+01 0.15873E+01 -0.45377E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00979814 1.18955760 4.66580563 -0.13836981 1.88727677 -1.55416636 1.18955760 1.74580870 4.97741067 0.29053169 1.84810731 -1.75845580 4.66580563 4.97741067 33.81075808 -4.08155899 12.20642690 -12.24206976 -0.13836981 0.29053169 -4.08155899 0.87317077 -1.47903470 1.72083914 1.88727677 1.84810731 12.20642690 -1.47903470 4.33036353 -4.19767676 -1.55416636 -1.75845580 -12.24206976 1.72083914 -4.19767676 4.49576389 *** 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) = 0.3805835875 Kirchhoff stress -0.67505E+00 0.48925E+00 -0.17054E+01 0.48925E+00 -0.76243E+00 0.16626E+01 -0.17054E+01 0.16626E+01 -0.50266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07880199 1.12280775 4.60391378 -0.09918839 1.82750906 -1.42154172 1.12280775 1.98322940 5.01765040 0.31951188 1.70891838 -1.47737888 4.60391378 5.01765040 37.31913981 -4.03691210 12.63701331 -12.50902459 -0.09918839 0.31951188 -4.03691210 0.81762174 -1.35320849 1.58453067 1.82750906 1.70891838 12.63701331 -1.35320849 4.27709196 -4.15003151 -1.42154172 -1.47737888 -12.50902459 1.58453067 -4.15003151 4.52482966 *** 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) = 0.4474872016 Kirchhoff stress -0.65407E+00 0.48537E+00 -0.17669E+01 0.48537E+00 -0.74306E+00 0.17263E+01 -0.17669E+01 0.17263E+01 -0.55258E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52740092 1.04235813 4.42855884 -0.03370337 1.62635383 -1.23863794 1.04235813 2.32955014 4.87909498 0.35054667 1.54958589 -1.31134256 4.42855884 4.87909498 40.75987246 -3.91346119 12.91806230 -12.73470556 -0.03370337 0.35054667 -3.91346119 0.74686166 -1.17719642 1.42962202 1.62635383 1.54958589 12.91806230 -1.17719642 4.10839972 -4.02208102 -1.23863794 -1.31134256 -12.73470556 1.42962202 -4.02208102 4.37517953 *** 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) = 0.5164631731 Kirchhoff stress -0.61552E+00 0.47546E+00 -0.18106E+01 0.47546E+00 -0.71222E+00 0.17715E+01 -0.18106E+01 0.17715E+01 -0.60355E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.08370231 0.92443362 4.23216454 -0.15286019 1.47869516 -1.12644610 0.92443362 2.22640830 4.61677500 0.39951302 1.44417117 -1.24964758 4.23216454 4.61677500 44.16554671 -3.74965331 13.16833316 -12.97446697 -0.15286019 0.39951302 -3.74965331 0.63691286 -1.07180725 1.33002958 1.47869516 1.44417117 13.16833316 -1.07180725 3.91647135 -3.85238647 -1.12644610 -1.24964758 -12.97446697 1.33002958 -3.85238647 4.10211384 *** 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) = 0.5866041700 Kirchhoff stress -0.56577E+00 0.46365E+00 -0.18357E+01 0.46365E+00 -0.67609E+00 0.17968E+01 -0.18357E+01 0.17968E+01 -0.65548E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.29118940 0.81182098 4.00470270 -0.25739626 1.35341888 -1.03209928 0.81182098 2.05124426 4.32992654 0.38686759 1.32411830 -1.12106403 4.00470270 4.32992654 47.59240983 -3.55319396 13.32548681 -13.12448976 -0.25739626 0.38686759 -3.55319396 0.53051389 -0.98402064 1.21704567 1.35341888 1.32411830 13.32548681 -0.98402064 3.69117735 -3.64878533 -1.03209928 -1.12106403 -13.12448976 1.21704567 -3.64878533 3.80528031 *** 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) = 0.6571253047 Kirchhoff stress -0.51334E+00 0.44651E+00 -0.18412E+01 0.44651E+00 -0.63248E+00 0.18028E+01 -0.18412E+01 0.18028E+01 -0.70776E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.21128054 0.71349631 3.72256687 -0.24522423 1.20744909 -0.90039833 0.71349631 1.94299938 4.05340058 0.29784375 1.15247783 -0.87465320 3.72256687 4.05340058 51.04642149 -3.31851980 13.31867056 -13.10610690 -0.24522423 0.29784375 -3.31851980 0.43662341 -0.85849260 1.05351811 1.20744909 1.15247783 13.31867056 -0.85849260 3.40881672 -3.40590742 -0.90039833 -0.87465320 -13.10610690 1.05351811 -3.40590742 3.51986390 *** 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) = 0.7273954135 Kirchhoff stress -0.46061E+00 0.41947E+00 -0.18254E+01 0.41947E+00 -0.57874E+00 0.17896E+01 -0.18254E+01 0.17896E+01 -0.75961E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.03782603 0.62741863 3.39243312 -0.11897187 1.04426567 -0.73207789 0.62741863 1.84440140 3.75481176 0.18042519 0.94666639 -0.60348033 3.39243312 3.75481176 54.49750110 -3.03788577 13.14033525 -12.94023865 -0.11897187 0.18042519 -3.03788577 0.35326859 -0.69583835 0.85663079 1.04426567 0.94666639 13.14033525 -0.69583835 3.07605774 -3.11621993 -0.73207789 -0.60348033 -12.94023865 0.85663079 -3.11621993 3.21392740 *** 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) = 0.7967692003 Kirchhoff stress -0.40797E+00 0.38122E+00 -0.17871E+01 0.38122E+00 -0.51598E+00 0.17550E+01 -0.17871E+01 0.17550E+01 -0.81046E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.09980917 0.57502202 3.05527476 0.05601546 0.89181498 -0.55011926 0.57502202 1.80325677 3.42383341 0.14270110 0.76595373 -0.36233507 3.05527476 3.42383341 57.94163043 -2.70619533 12.82229567 -12.63146117 0.05601546 0.14270110 -2.70619533 0.30188037 -0.51894074 0.68534928 0.89181498 0.76595373 12.82229567 -0.51894074 2.73376590 -2.77491676 -0.55011926 -0.36233507 -12.63146117 0.68534928 -2.77491676 2.87730429 *** 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) = 0.8644872355 Kirchhoff stress -0.35279E+00 0.33643E+00 -0.17247E+01 0.33643E+00 -0.44493E+00 0.16981E+01 -0.17247E+01 0.16981E+01 -0.85975E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01361093 0.55639868 2.71096174 0.12423403 0.70945243 -0.41923359 0.55639868 2.01318736 3.10108309 0.24160665 0.64948450 -0.13060501 2.71096174 3.10108309 61.36687612 -2.35093618 12.36787853 -12.15792680 0.12423403 0.24160665 -2.35093618 0.28273603 -0.39248160 0.57856035 0.70945243 0.64948450 12.36787853 -0.39248160 2.38190462 -2.40977124 -0.41923359 -0.13060501 -12.15792680 0.57856035 -2.40977124 2.55090083 *** 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) = 0.9297278252 Kirchhoff stress -0.29209E+00 0.29293E+00 -0.16369E+01 0.29293E+00 -0.36186E+00 0.16199E+01 -0.16369E+01 0.16199E+01 -0.90685E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.17729871 0.51992547 2.37926337 0.09733614 0.54799550 -0.35241614 0.51992547 2.26938561 2.75550730 0.34774100 0.53617942 0.01136573 2.37926337 2.75550730 64.72284277 -2.01619501 11.76248129 -11.52624913 0.09733614 0.34774100 -2.01619501 0.24441860 -0.32946265 0.47492478 0.54799550 0.53617942 11.76248129 -0.32946265 2.04036431 -2.06518974 -0.35241614 0.01136573 -11.52624913 0.47492478 -2.06518974 2.20378315 *** 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) = 0.9916892631 Kirchhoff stress -0.23179E+00 0.24998E+00 -0.15268E+01 0.24998E+00 -0.27678E+00 0.15194E+01 -0.15268E+01 0.15194E+01 -0.95119E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.22544543 0.46267004 2.05128355 0.08894912 0.43639036 -0.29264557 0.46267004 1.93504332 2.38964688 0.28856864 0.40436509 0.04307578 2.05128355 2.38964688 67.91173749 -1.69273865 10.98087534 -10.72068969 0.08894912 0.28856864 -1.69273865 0.18427437 -0.27290910 0.35253727 0.43639036 0.40436509 10.98087534 -0.27290910 1.70047101 -1.73225596 -0.29264557 0.04307578 -10.72068969 0.35253727 -1.73225596 1.83855590 *** 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) = 1.049400765 Kirchhoff stress -0.17155E+00 0.20540E+00 -0.13934E+01 0.20540E+00 -0.20026E+00 0.13942E+01 -0.13934E+01 0.13942E+01 -0.99199E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.40183514 0.41272961 1.61389036 0.13040858 0.20958061 -0.20902744 0.41272961 1.45953423 1.97833494 0.19386879 0.26575711 -0.01343462 1.61389036 1.97833494 70.78167818 -1.35528356 9.93951993 -9.76389838 0.13040858 0.19386879 -1.35528356 0.13076604 -0.19201236 0.22292414 0.20958061 0.26575711 9.93951993 -0.19201236 1.24945182 -1.38597559 -0.20902744 -0.01343462 -9.76389838 0.22292414 -1.38597559 1.43013573 *** 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) = 1.101620490 Kirchhoff stress -0.10923E+00 0.15985E+00 -0.12352E+01 0.15985E+00 -0.13381E+00 0.12438E+01 -0.12352E+01 0.12438E+01 -0.10285E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.47990106 0.40024972 1.25202528 0.13976747 0.07570882 -0.14590809 0.40024972 1.18704176 1.57531723 0.11447283 0.14865420 -0.06696957 1.25202528 1.57531723 73.38474547 -1.04383833 8.79063134 -8.68320600 0.13976747 0.11447283 -1.04383833 0.11433930 -0.13124150 0.11422242 0.07570882 0.14865420 8.79063134 -0.13124150 0.87256971 -1.06659296 -0.14590809 -0.06696957 -8.68320600 0.11422242 -1.06659296 1.03213330 *** 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) = 1.147308090 Kirchhoff stress -0.52174E-01 0.11713E+00 -0.10590E+01 0.11713E+00 -0.73722E-01 0.10714E+01 -0.10590E+01 0.10714E+01 -0.10605E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.41786431 0.40894234 1.01350830 0.12688693 0.07210315 -0.09767268 0.40894234 1.20436923 1.20358039 0.09439414 0.06409726 -0.07356771 1.01350830 1.20358039 75.68995295 -0.76618114 7.58974756 -7.48622351 0.12688693 0.09439414 -0.76618114 0.11906697 -0.08512981 0.03736157 0.07210315 0.06409726 7.58974756 -0.08512981 0.61808116 -0.78206083 -0.09767268 -0.07356771 -7.48622351 0.03736157 -0.78206083 0.66747148 *** 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) = 1.185792728 Kirchhoff stress -0.37109E-02 0.79653E-01 -0.86854E+00 0.79653E-01 -0.16901E-01 0.88037E+00 -0.86854E+00 0.88037E+00 -0.10878E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.31701681 0.43257171 0.83098109 0.10542000 0.08434202 -0.04793868 0.43257171 1.36159141 0.89688130 0.08939968 0.00531255 -0.02885761 0.83098109 0.89688130 77.62722739 -0.51723116 6.27544969 -6.15635887 0.10542000 0.08939968 -0.51723116 0.13897885 -0.03745070 -0.01450171 0.08434202 0.00531255 6.27544969 -0.03745070 0.41899356 -0.52741781 -0.04793868 -0.02885761 -6.15635887 -0.01450171 -0.52741781 0.36967356 *** 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) = 1.216591361 Kirchhoff stress 0.36398E-01 0.47960E-01 -0.66585E+00 0.47960E-01 0.36258E-01 0.67470E+00 -0.66585E+00 0.67470E+00 -0.11098E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.22427923 0.47264095 0.67659987 0.06558613 0.05810516 0.01433769 0.47264095 1.33653752 0.66468595 0.04643158 -0.04759088 0.03894058 0.67659987 0.66468595 79.12806867 -0.31948283 4.81095636 -4.70255964 0.06558613 0.04643158 -0.31948283 0.17581270 0.02268727 -0.06128905 0.05810516 -0.04759088 4.81095636 0.02268727 0.24781184 -0.32521743 0.01433769 0.03894058 -4.70255964 -0.06128905 -0.32521743 0.14798900 *** 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) = 1.239235187 Kirchhoff stress 0.68604E-01 0.22539E-01 -0.45234E+00 0.22539E-01 0.77953E-01 0.45731E+00 -0.45234E+00 0.45731E+00 -0.11258E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.14491624 0.50087010 0.52198001 0.03702505 0.02820930 0.04449628 0.50087010 0.90280689 0.46990917 0.00061395 -0.06155849 0.04687698 0.52198001 0.46990917 80.15320213 -0.15383525 3.25235676 -3.18415504 0.03702505 0.00061395 -0.15383525 0.20156594 0.05047808 -0.06994522 0.02820930 -0.06155849 3.25235676 0.05047808 0.07657798 -0.15638300 0.04449628 0.04687698 -3.18415504 -0.06994522 -0.15638300 -0.03474853 *** 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) = 1.253154573 Kirchhoff stress 0.91590E-01 0.58257E-02 -0.22928E+00 0.58257E-02 0.10011E+00 0.23076E+00 -0.22928E+00 0.23076E+00 -0.11356E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.09809448 0.50970903 0.38800705 0.01647223 0.00689912 0.03313604 0.50970903 0.38681372 0.34518982 -0.01399715 -0.03817262 0.01133244 0.38800705 0.34518982 80.73488190 -0.03896348 1.63680373 -1.61707412 0.01647223 -0.01399715 -0.03896348 0.20879116 0.03637741 -0.04201805 0.00689912 -0.03817262 1.63680373 0.03637741 -0.07359955 -0.03960014 0.03313604 0.01133244 -1.61707412 -0.04201805 -0.03960014 -0.14622583 *** 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) = 1.257854295 Kirchhoff stress 0.10323E+00 0.14184E-16 -0.13572E-16 -0.48376E-17 0.10323E+00 -0.46378E-16 0.00000E+00 0.00000E+00 -0.11389E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.07391305 0.51719087 0.32651818 -0.00000000 0.00000000 0.00000000 0.51719087 0.07391305 0.32651818 -0.00000000 0.00000000 0.00000000 0.32651818 0.32651818 80.92921372 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.21572660 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.15048052 -0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.15048052 *** 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) = 1.253154573 Kirchhoff stress 0.10011E+00 0.58257E-02 0.23076E+00 0.58257E-02 0.91590E-01 -0.22928E+00 0.23076E+00 -0.22928E+00 -0.11356E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38681372 0.50970903 0.34518982 -0.01399715 0.01133244 -0.03817262 0.50970903 -0.09809448 0.38800705 0.01647223 0.03313604 0.00689912 0.34518982 0.38800705 80.73488190 -0.03896348 -1.61707412 1.63680373 -0.01399715 0.01647223 -0.03896348 0.20879116 -0.04201805 0.03637741 0.01133244 0.03313604 -1.61707412 -0.04201805 -0.14622583 -0.03960014 -0.03817262 0.00689912 1.63680373 0.03637741 -0.03960014 -0.07359955 *** 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) = 1.239235187 Kirchhoff stress 0.77953E-01 0.22539E-01 0.45731E+00 0.22539E-01 0.68604E-01 -0.45234E+00 0.45731E+00 -0.45234E+00 -0.11258E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90280689 0.50087010 0.46990917 0.00061395 0.04687698 -0.06155849 0.50087010 -0.14491624 0.52198001 0.03702505 0.04449628 0.02820930 0.46990917 0.52198001 80.15320213 -0.15383525 -3.18415504 3.25235676 0.00061395 0.03702505 -0.15383525 0.20156594 -0.06994522 0.05047808 0.04687698 0.04449628 -3.18415504 -0.06994522 -0.03474853 -0.15638300 -0.06155849 0.02820930 3.25235676 0.05047808 -0.15638300 0.07657798 *** 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) = 1.216591361 Kirchhoff stress 0.36258E-01 0.47960E-01 0.67470E+00 0.47960E-01 0.36398E-01 -0.66585E+00 0.67470E+00 -0.66585E+00 -0.11098E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33653752 0.47264095 0.66468595 0.04643158 0.03894058 -0.04759088 0.47264095 -0.22427923 0.67659987 0.06558613 0.01433769 0.05810516 0.66468595 0.67659987 79.12806867 -0.31948283 -4.70255964 4.81095636 0.04643158 0.06558613 -0.31948283 0.17581270 -0.06128905 0.02268727 0.03894058 0.01433769 -4.70255964 -0.06128905 0.14798900 -0.32521743 -0.04759088 0.05810516 4.81095636 0.02268727 -0.32521743 0.24781184 *** 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) = 1.185792728 Kirchhoff stress -0.16901E-01 0.79653E-01 0.88037E+00 0.79653E-01 -0.37109E-02 -0.86854E+00 0.88037E+00 -0.86854E+00 -0.10878E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36159141 0.43257171 0.89688130 0.08939968 -0.02885761 0.00531255 0.43257171 -0.31701681 0.83098109 0.10542000 -0.04793868 0.08434202 0.89688130 0.83098109 77.62722739 -0.51723116 -6.15635887 6.27544969 0.08939968 0.10542000 -0.51723116 0.13897885 -0.01450171 -0.03745070 -0.02885761 -0.04793868 -6.15635887 -0.01450171 0.36967356 -0.52741781 0.00531255 0.08434202 6.27544969 -0.03745070 -0.52741781 0.41899356 *** 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) = 1.147308090 Kirchhoff stress -0.73722E-01 0.11713E+00 0.10714E+01 0.11713E+00 -0.52174E-01 -0.10590E+01 0.10714E+01 -0.10590E+01 -0.10605E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20436923 0.40894234 1.20358039 0.09439414 -0.07356771 0.06409726 0.40894234 -0.41786431 1.01350830 0.12688693 -0.09767268 0.07210315 1.20358039 1.01350830 75.68995295 -0.76618114 -7.48622351 7.58974756 0.09439414 0.12688693 -0.76618114 0.11906697 0.03736157 -0.08512981 -0.07356771 -0.09767268 -7.48622351 0.03736157 0.66747148 -0.78206083 0.06409726 0.07210315 7.58974756 -0.08512981 -0.78206083 0.61808116 *** 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) = 1.101620490 Kirchhoff stress -0.13381E+00 0.15985E+00 0.12438E+01 0.15985E+00 -0.10923E+00 -0.12352E+01 0.12438E+01 -0.12352E+01 -0.10285E+02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18704176 0.40024972 1.57531723 0.11447283 -0.06696957 0.14865420 0.40024972 -0.47990106 1.25202528 0.13976747 -0.14590809 0.07570882 1.57531723 1.25202528 73.38474547 -1.04383833 -8.68320600 8.79063134 0.11447283 0.13976747 -1.04383833 0.11433930 0.11422242 -0.13124150 -0.06696957 -0.14590809 -8.68320600 0.11422242 1.03213330 -1.06659296 0.14865420 0.07570882 8.79063134 -0.13124150 -1.06659296 0.87256971 *** 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) = 1.049400765 Kirchhoff stress -0.20026E+00 0.20540E+00 0.13942E+01 0.20540E+00 -0.17155E+00 -0.13934E+01 0.13942E+01 -0.13934E+01 -0.99199E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45953423 0.41272961 1.97833494 0.19386879 -0.01343462 0.26575711 0.41272961 -0.40183514 1.61389036 0.13040858 -0.20902744 0.20958061 1.97833494 1.61389036 70.78167818 -1.35528356 -9.76389838 9.93951993 0.19386879 0.13040858 -1.35528356 0.13076604 0.22292414 -0.19201236 -0.01343462 -0.20902744 -9.76389838 0.22292414 1.43013573 -1.38597559 0.26575711 0.20958061 9.93951993 -0.19201236 -1.38597559 1.24945182 *** 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) = 0.9916892631 Kirchhoff stress -0.27678E+00 0.24998E+00 0.15194E+01 0.24998E+00 -0.23179E+00 -0.15268E+01 0.15194E+01 -0.15268E+01 -0.95119E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.93504332 0.46267004 2.38964688 0.28856864 0.04307578 0.40436509 0.46267004 -0.22544543 2.05128355 0.08894912 -0.29264557 0.43639036 2.38964688 2.05128355 67.91173749 -1.69273865 -10.72068969 10.98087534 0.28856864 0.08894912 -1.69273865 0.18427437 0.35253727 -0.27290910 0.04307578 -0.29264557 -10.72068969 0.35253727 1.83855590 -1.73225596 0.40436509 0.43639036 10.98087534 -0.27290910 -1.73225596 1.70047101 *** 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) = 0.9297278252 Kirchhoff stress -0.36186E+00 0.29293E+00 0.16199E+01 0.29293E+00 -0.29209E+00 -0.16369E+01 0.16199E+01 -0.16369E+01 -0.90685E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.26938561 0.51992547 2.75550730 0.34774100 0.01136573 0.53617942 0.51992547 -0.17729871 2.37926337 0.09733614 -0.35241614 0.54799550 2.75550730 2.37926337 64.72284277 -2.01619501 -11.52624913 11.76248129 0.34774100 0.09733614 -2.01619501 0.24441860 0.47492478 -0.32946265 0.01136573 -0.35241614 -11.52624913 0.47492478 2.20378315 -2.06518974 0.53617942 0.54799550 11.76248129 -0.32946265 -2.06518974 2.04036431 *** 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) = 0.8644872355 Kirchhoff stress -0.44493E+00 0.33643E+00 0.16981E+01 0.33643E+00 -0.35279E+00 -0.17247E+01 0.16981E+01 -0.17247E+01 -0.85975E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.01318736 0.55639868 3.10108309 0.24160665 -0.13060501 0.64948450 0.55639868 -0.01361093 2.71096174 0.12423403 -0.41923359 0.70945243 3.10108309 2.71096174 61.36687612 -2.35093618 -12.15792680 12.36787853 0.24160665 0.12423403 -2.35093618 0.28273603 0.57856035 -0.39248160 -0.13060501 -0.41923359 -12.15792680 0.57856035 2.55090083 -2.40977124 0.64948450 0.70945243 12.36787853 -0.39248160 -2.40977124 2.38190462 *** 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) = 0.7967692003 Kirchhoff stress -0.51598E+00 0.38122E+00 0.17550E+01 0.38122E+00 -0.40797E+00 -0.17871E+01 0.17550E+01 -0.17871E+01 -0.81046E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.80325677 0.57502202 3.42383341 0.14270110 -0.36233507 0.76595373 0.57502202 0.09980917 3.05527476 0.05601546 -0.55011926 0.89181498 3.42383341 3.05527476 57.94163043 -2.70619533 -12.63146117 12.82229567 0.14270110 0.05601546 -2.70619533 0.30188037 0.68534928 -0.51894074 -0.36233507 -0.55011926 -12.63146117 0.68534928 2.87730429 -2.77491676 0.76595373 0.89181498 12.82229567 -0.51894074 -2.77491676 2.73376590 *** 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) = 0.7273954135 Kirchhoff stress -0.57874E+00 0.41947E+00 0.17896E+01 0.41947E+00 -0.46061E+00 -0.18254E+01 0.17896E+01 -0.18254E+01 -0.75961E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84440140 0.62741863 3.75481176 0.18042519 -0.60348033 0.94666639 0.62741863 -0.03782603 3.39243312 -0.11897187 -0.73207789 1.04426567 3.75481176 3.39243312 54.49750110 -3.03788577 -12.94023865 13.14033525 0.18042519 -0.11897187 -3.03788577 0.35326859 0.85663079 -0.69583835 -0.60348033 -0.73207789 -12.94023865 0.85663079 3.21392740 -3.11621993 0.94666639 1.04426567 13.14033525 -0.69583835 -3.11621993 3.07605774 *** 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) = 0.6571253047 Kirchhoff stress -0.63248E+00 0.44651E+00 0.18028E+01 0.44651E+00 -0.51334E+00 -0.18412E+01 0.18028E+01 -0.18412E+01 -0.70776E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.94299938 0.71349631 4.05340058 0.29784375 -0.87465320 1.15247783 0.71349631 -0.21128054 3.72256687 -0.24522423 -0.90039833 1.20744909 4.05340058 3.72256687 51.04642149 -3.31851980 -13.10610690 13.31867056 0.29784375 -0.24522423 -3.31851980 0.43662341 1.05351811 -0.85849260 -0.87465320 -0.90039833 -13.10610690 1.05351811 3.51986390 -3.40590742 1.15247783 1.20744909 13.31867056 -0.85849260 -3.40590742 3.40881672 *** 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) = 0.5866041700 Kirchhoff stress -0.67609E+00 0.46365E+00 0.17968E+01 0.46365E+00 -0.56577E+00 -0.18357E+01 0.17968E+01 -0.18357E+01 -0.65548E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.05124426 0.81182098 4.32992654 0.38686759 -1.12106403 1.32411830 0.81182098 -0.29118940 4.00470270 -0.25739626 -1.03209928 1.35341888 4.32992654 4.00470270 47.59240983 -3.55319396 -13.12448976 13.32548681 0.38686759 -0.25739626 -3.55319396 0.53051389 1.21704567 -0.98402064 -1.12106403 -1.03209928 -13.12448976 1.21704567 3.80528031 -3.64878533 1.32411830 1.35341888 13.32548681 -0.98402064 -3.64878533 3.69117735 *** 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) = 0.5164631731 Kirchhoff stress -0.71222E+00 0.47546E+00 0.17715E+01 0.47546E+00 -0.61552E+00 -0.18106E+01 0.17715E+01 -0.18106E+01 -0.60355E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.22640830 0.92443362 4.61677500 0.39951302 -1.24964758 1.44417117 0.92443362 -0.08370231 4.23216454 -0.15286019 -1.12644610 1.47869516 4.61677500 4.23216454 44.16554671 -3.74965331 -12.97446697 13.16833316 0.39951302 -0.15286019 -3.74965331 0.63691286 1.33002958 -1.07180725 -1.24964758 -1.12644610 -12.97446697 1.33002958 4.10211384 -3.85238647 1.44417117 1.47869516 13.16833316 -1.07180725 -3.85238647 3.91647135 *** 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) = 0.4474872016 Kirchhoff stress -0.74306E+00 0.48537E+00 0.17263E+01 0.48537E+00 -0.65407E+00 -0.17669E+01 0.17263E+01 -0.17669E+01 -0.55258E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.32955014 1.04235813 4.87909498 0.35054667 -1.31134256 1.54958589 1.04235813 0.52740092 4.42855884 -0.03370337 -1.23863794 1.62635383 4.87909498 4.42855884 40.75987246 -3.91346119 -12.73470556 12.91806230 0.35054667 -0.03370337 -3.91346119 0.74686166 1.42962202 -1.17719642 -1.31134256 -1.23863794 -12.73470556 1.42962202 4.37517953 -4.02208102 1.54958589 1.62635383 12.91806230 -1.17719642 -4.02208102 4.10839972 *** 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) = 0.3805835875 Kirchhoff stress -0.76243E+00 0.48925E+00 0.16626E+01 0.48925E+00 -0.67505E+00 -0.17054E+01 0.16626E+01 -0.17054E+01 -0.50266E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.98322940 1.12280775 5.01765040 0.31951188 -1.47737888 1.70891838 1.12280775 1.07880199 4.60391378 -0.09918839 -1.42154172 1.82750906 5.01765040 4.60391378 37.31913981 -4.03691210 -12.50902459 12.63701331 0.31951188 -0.09918839 -4.03691210 0.81762174 1.58453067 -1.35320849 -1.47737888 -1.42154172 -12.50902459 1.58453067 4.52482966 -4.15003151 1.70891838 1.82750906 12.63701331 -1.35320849 -4.15003151 4.27709196 *** 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) = 0.3163866159 Kirchhoff stress -0.76238E+00 0.48321E+00 0.15873E+01 0.48321E+00 -0.68362E+00 -0.16303E+01 0.15873E+01 -0.16303E+01 -0.45377E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74580870 1.18955760 4.97741067 0.29053169 -1.75845580 1.84810731 1.18955760 1.00979814 4.66580563 -0.13836981 -1.55416636 1.88727677 4.97741067 4.66580563 33.81075808 -4.08155899 -12.24206976 12.20642690 0.29053169 -0.13836981 -4.08155899 0.87317077 1.72083914 -1.47903470 -1.75845580 -1.55416636 -12.24206976 1.72083914 4.49576389 -4.19767676 1.84810731 1.88727677 12.20642690 -1.47903470 -4.19767676 4.33036353 *** 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) = 0.2550293537 Kirchhoff stress -0.74940E+00 0.47128E+00 0.15058E+01 0.47128E+00 -0.69309E+00 -0.15463E+01 0.15058E+01 -0.15463E+01 -0.40640E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.92928382 1.28854272 4.94184255 0.19895695 -1.93177185 1.91611199 1.28854272 0.75714794 4.66640789 -0.13726534 -1.63138793 1.90907255 4.94184255 4.66640789 30.44234584 -4.08483102 -11.79622197 11.63196107 0.19895695 -0.13726534 -4.08483102 0.95957549 1.78754827 -1.54970530 -1.93177185 -1.63138793 -11.79622197 1.78754827 4.47102289 -4.20240994 1.91611199 1.90907255 11.63196107 -1.54970530 -4.20240994 4.32053590 *** 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) = 0.1966521644 Kirchhoff stress -0.73392E+00 0.45649E+00 0.14161E+01 0.45649E+00 -0.70234E+00 -0.14537E+01 0.14161E+01 -0.14537E+01 -0.36135E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.30576412 1.42062899 4.93277854 0.08979948 -1.99703595 1.94074394 1.42062899 0.82135103 4.64937004 -0.13585573 -1.69482142 1.99006429 4.93277854 4.64937004 27.32117549 -4.05545841 -11.18087884 10.97251158 0.08979948 -0.13585573 -4.05545841 1.07794499 1.81248655 -1.60699823 -1.99703595 -1.69482142 -11.18087884 1.81248655 4.47213901 -4.17294788 1.94074394 1.99006429 10.97251158 -1.60699823 -4.17294788 4.29150741 *** 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) = 0.1416571211 Kirchhoff stress -0.71743E+00 0.43843E+00 0.13187E+01 0.43843E+00 -0.70382E+00 -0.13521E+01 0.13187E+01 -0.13521E+01 -0.31899E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.62259045 1.57059012 4.90301145 0.02900443 -2.05718911 1.94752976 1.57059012 1.15087310 4.62427200 -0.15073797 -1.76729669 2.10104293 4.90301145 4.62427200 24.49681725 -3.98723128 -10.47548228 10.28326983 0.02900443 -0.15073797 -3.98723128 1.21332354 1.82115525 -1.67392848 -2.05718911 -1.76729669 -10.47548228 1.82115525 4.45159772 -4.10309329 1.94752976 2.10104293 10.28326983 -1.67392848 -4.10309329 4.25316683 *** 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) = 0.9053014101E-01 Kirchhoff stress -0.69856E+00 0.41492E+00 0.12145E+01 0.41492E+00 -0.69277E+00 -0.12428E+01 0.12145E+01 -0.12428E+01 -0.27948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.77602095 1.71051332 4.85421744 0.08819482 -2.03948300 1.96399585 1.71051332 1.61458587 4.59736102 -0.14575809 -1.82991534 2.22496271 4.85421744 4.59736102 21.95518777 -3.86816501 -9.69763211 9.59398824 0.08819482 -0.14575809 -3.86816501 1.33786568 1.84095033 -1.73178552 -2.03948300 -1.82991534 -9.69763211 1.84095033 4.41053378 -3.98094417 1.96399585 2.22496271 9.59398824 -1.73178552 -3.98094417 4.21193099 *** 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) = 0.4371321181E-01 Kirchhoff stress -0.67317E+00 0.38422E+00 0.11056E+01 0.38422E+00 -0.66790E+00 -0.11278E+01 0.11056E+01 -0.11278E+01 -0.24286E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.75222857 1.83185863 4.76514724 0.16402112 -2.06698321 1.97223358 1.83185863 2.01129997 4.55151881 -0.11866705 -1.87389268 2.32696318 4.76514724 4.55151881 19.63162201 -3.69895025 -8.91283900 8.90339487 0.16402112 -0.11866705 -3.69895025 1.44319466 1.85381930 -1.77197763 -2.06698321 -1.87389268 -8.91283900 1.85381930 4.32734573 -3.80729909 1.97223358 2.32696318 8.90339487 -1.77197763 -3.80729909 4.15092568 *** 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) = 0.1433071250E-02 Kirchhoff stress -0.63789E+00 0.34872E+00 0.99641E+00 0.34872E+00 -0.63235E+00 -0.10096E+01 0.99641E+00 -0.10096E+01 -0.20905E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.56291968 1.93413024 4.57276073 0.13533565 -2.15354882 1.95750940 1.93413024 2.22517347 4.45214909 -0.05564602 -1.89972488 2.34840855 4.57276073 4.45214909 17.44906668 -3.50422039 -8.15544646 8.18678049 0.13533565 -0.05564602 -3.50422039 1.52893373 1.84481964 -1.79512560 -2.15354882 -1.89972488 -8.15544646 1.84481964 4.13866375 -3.60697718 1.95750940 2.34840855 8.18678049 -1.79512560 -3.60697718 4.03571365 *** 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) = -0.3637609275E-01 Kirchhoff stress -0.59058E+00 0.31211E+00 0.89138E+00 0.31211E+00 -0.59058E+00 -0.89138E+00 0.89138E+00 -0.89138E+00 -0.17794E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.33625554 1.99083846 4.30457087 0.02368959 -2.29281316 1.90022551 1.99083846 2.33625554 4.30457087 0.02368959 -1.90022551 2.29281316 4.30457087 4.30457087 15.39463093 -3.29273032 -7.44393185 7.44393185 0.02368959 0.02368959 -3.29273032 1.56880816 1.79414187 -1.79414187 -2.29281316 -1.90022551 -7.44393185 1.79414187 3.87187024 -3.38892776 1.90022551 2.29281316 7.44393185 -1.79414187 -3.38892776 3.87187024 *** 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) = -0.6997909011E-01 Kirchhoff stress -0.53472E+00 0.27667E+00 0.79292E+00 0.27667E+00 -0.54552E+00 -0.77626E+00 0.79292E+00 -0.77626E+00 -0.14952E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.17967457 1.97076857 3.97525042 -0.14284523 -2.38213295 1.81009813 1.97076857 2.35063622 4.06307833 0.03827045 -1.90342051 2.10928930 3.97525042 4.06307833 13.42087866 -3.08712115 -6.77440683 6.66241131 -0.14284523 0.03827045 -3.08712115 1.53181801 1.71127522 -1.79709590 -2.38213295 -1.90342051 -6.77440683 1.71127522 3.54160750 -3.17600802 1.81009813 2.10928930 6.66241131 -1.79709590 -3.17600802 3.61393389 *** 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) = -0.9848969797E-01 Kirchhoff stress -0.44112E+00 0.20703E+00 0.63646E+00 0.20703E+00 -0.46312E+00 -0.60294E+00 0.63646E+00 -0.60294E+00 -0.11190E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58887970 2.36647861 5.14405578 -0.72371454 -3.19752088 2.50842448 2.36647861 2.86589150 5.27935065 -0.47803599 -2.70261029 2.69832196 5.14405578 5.27935065 16.68672263 -4.36588075 -8.90575351 8.65642582 -0.72371454 -0.47803599 -4.36588075 1.91078687 2.41729765 -2.59728611 -3.19752088 -2.70261029 -8.90575351 2.41729765 4.70723436 -4.44692940 2.50842448 2.69832196 8.65642582 -2.59728611 -4.44692940 4.81386328 *** 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) = -0.1208485632 Kirchhoff stress -0.35463E+00 0.14203E+00 0.50101E+00 0.14203E+00 -0.38496E+00 -0.45376E+00 0.50101E+00 -0.45376E+00 -0.80707E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.37002751 2.14983967 4.13182917 -0.62917494 -2.72962740 2.04586126 2.14983967 2.78652001 4.26205531 -0.45797602 -2.30558289 2.08215486 4.13182917 4.26205531 12.38568446 -3.43759207 -6.93260298 6.55300494 -0.62917494 -0.45797602 -3.43759207 1.67786633 1.96266560 -2.20245515 -2.72962740 -2.30558289 -6.93260298 1.96266560 3.68979998 -3.51049589 2.04586126 2.08215486 6.55300494 -2.20245515 -3.51049589 3.78063216 *** 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) = -0.1383078434 Kirchhoff stress -0.28145E+00 0.86729E-01 0.39473E+00 0.86729E-01 -0.31877E+00 -0.33916E+00 0.39473E+00 -0.33916E+00 -0.57033E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.03243123 1.93042067 3.26423588 -0.51946940 -2.25259248 1.63730407 1.93042067 2.58675240 3.35584941 -0.40937148 -1.90534933 1.52785743 3.26423588 3.35584941 8.98719869 -2.62319136 -5.28253704 4.81006300 -0.51946940 -0.40937148 -2.62319136 1.44991694 1.56317992 -1.80695685 -2.25259248 -1.90534933 -5.28253704 1.56317992 2.82174519 -2.68691868 1.63730407 1.52785743 4.81006300 -1.80695685 -2.68691868 2.86634841 *** 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) = -0.1521072187 Kirchhoff stress -0.21761E+00 0.43838E-01 0.31506E+00 0.43838E-01 -0.26682E+00 -0.25433E+00 0.31506E+00 -0.25433E+00 -0.39550E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.46525625 1.67156558 2.52047310 -0.42258455 -1.90545880 1.24292158 1.67156558 2.30399029 2.58955743 -0.19580829 -1.50739480 1.12106145 2.52047310 2.58955743 6.36601984 -1.91155016 -3.95096561 3.40595704 -0.42258455 -0.19580829 -1.91155016 1.20576806 1.18046790 -1.41873035 -1.90545880 -1.50739480 -3.95096561 1.18046790 2.09629527 -1.96396214 1.24292158 1.12106145 3.40595704 -1.41873035 -1.96396214 2.11559356 *** 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) = -0.1634172690 Kirchhoff stress -0.15915E+00 0.16277E-01 0.25996E+00 0.16277E-01 -0.22690E+00 -0.19290E+00 0.25996E+00 -0.19290E+00 -0.26950E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93509587 1.37673473 1.87757831 -0.35168989 -1.59169861 0.89589838 1.37673473 1.90237592 1.93281839 0.00626721 -1.15883674 0.76597993 1.87757831 1.93281839 4.40797058 -1.33989923 -2.88435002 2.32281154 -0.35168989 0.00626721 -1.33989923 0.94737367 0.84619099 -1.08342361 -1.59169861 -1.15883674 -2.88435002 0.84619099 1.48903119 -1.38036909 0.89589838 0.76597993 2.32281154 -1.08342361 -1.38036909 1.49642087 *** 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) = -0.1732086535 Kirchhoff stress -0.11164E+00 -0.23395E-03 0.22331E+00 -0.23395E-03 -0.20129E+00 -0.15086E+00 0.22331E+00 -0.15086E+00 -0.18091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73285073 1.10169238 1.36195418 -0.21141224 -1.26784615 0.62416647 1.10169238 1.42130003 1.42911456 0.10539591 -0.89069934 0.47474810 1.36195418 1.42911456 3.02496627 -0.90837950 -2.07703733 1.56320043 -0.21141224 0.10539591 -0.90837950 0.72692272 0.58692717 -0.83036200 -1.26784615 -0.89069934 -2.07703733 0.58692717 1.02357546 -0.93756545 0.62416647 0.47474810 1.56320043 -0.83036200 -0.93756545 1.04862216 *** 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) = -0.1821000882 Kirchhoff stress -0.77526E-01 -0.10700E-01 0.19906E+00 -0.10700E-01 -0.18501E+00 -0.12116E+00 0.19906E+00 -0.12116E+00 -0.11728E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68691307 0.88707955 0.96696010 -0.03053306 -0.99866074 0.41909122 0.88707955 1.14791730 1.07374810 0.16835967 -0.69100495 0.29347192 0.96696010 1.07374810 2.08721056 -0.59835328 -1.51285879 1.06347652 -0.03053306 0.16835967 -0.59835328 0.58113032 0.39313541 -0.64611400 -0.99866074 -0.69100495 -1.51285879 0.39313541 0.69047268 -0.61774245 0.41909122 0.29347192 1.06347652 -0.64611400 -0.61774245 0.76346721 *** 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) = -0.1904408026 Kirchhoff stress -0.54023E-01 -0.16266E-01 0.18422E+00 -0.16266E-01 -0.17672E+00 -0.10273E+00 0.18422E+00 -0.10273E+00 -0.72698E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53333675 0.71126073 0.66386300 0.12235101 -0.78501043 0.25496003 0.71126073 0.97786635 0.70216966 0.28718461 -0.50200221 0.05339059 0.66386300 0.70216966 1.37823629 -0.35650594 -1.11204605 0.64836812 0.12235101 0.28718461 -0.35650594 0.48416041 0.23858916 -0.47179576 -0.78501043 -0.50200221 -1.11204605 0.23858916 0.45795307 -0.36801316 0.25496003 0.05339059 0.64836812 -0.47179576 -0.36801316 0.47211128 *** 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) = -0.1985873888 Kirchhoff stress -0.35843E-01 -0.15435E-01 0.17529E+00 -0.15435E-01 -0.17357E+00 -0.93597E-01 0.17529E+00 -0.93597E-01 -0.44310E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12515699 0.56272013 0.48725390 0.12762036 -0.56622102 0.11537951 0.56272013 1.02722973 0.42754572 0.37552435 -0.34541429 -0.09424175 0.48725390 0.42754572 0.90891419 -0.21142750 -0.79988680 0.33736629 0.12762036 0.37552435 -0.21142750 0.40643040 0.10585179 -0.32667629 -0.56622102 -0.34541429 -0.79988680 0.10585179 0.34482132 -0.21762031 0.11537951 -0.09424175 0.33736629 -0.32667629 -0.21762031 0.26941022 *** 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) = -0.2067116243 Kirchhoff stress -0.20565E-01 -0.86339E-02 0.16809E+00 -0.86339E-02 -0.16856E+00 -0.88481E-01 0.16809E+00 -0.88481E-01 -0.27866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.00530973 0.48434747 0.42359590 0.12524803 -0.41148628 0.01748093 0.48434747 1.28598491 0.30316175 0.39003006 -0.25447703 -0.13725748 0.42359590 0.30316175 0.64810388 -0.14898745 -0.60375733 0.13308841 0.12524803 0.39003006 -0.14898745 0.35923461 0.01106095 -0.24103994 -0.41148628 -0.25447703 -0.60375733 0.01106095 0.30884246 -0.15275327 0.01748093 -0.13725748 0.13308841 -0.24103994 -0.15275327 0.17673755 *** 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) = -0.2147016683 Kirchhoff stress -0.10025E-01 -0.45281E-03 0.16098E+00 -0.45281E-03 -0.15793E+00 -0.83967E-01 0.16098E+00 -0.83967E-01 -0.18106E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.04377094 0.45681674 0.39961944 0.17117473 -0.35625261 -0.02644242 0.45681674 1.50036633 0.26767546 0.33536698 -0.23288588 -0.12761216 0.39961944 0.26767546 0.47981095 -0.12802495 -0.52781970 0.01056627 0.17117473 0.33536698 -0.12802495 0.33164264 -0.03182472 -0.22092467 -0.35625261 -0.23288588 -0.52781970 -0.03182472 0.28396819 -0.13077555 -0.02644242 -0.12761216 0.01056627 -0.22092467 -0.13077555 0.14136564 *** 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) = -0.2223909215 Kirchhoff stress -0.20328E-02 0.52076E-02 0.15437E+00 0.52076E-02 -0.14382E+00 -0.79667E-01 0.15437E+00 -0.79667E-01 -0.10640E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12489470 0.46648233 0.38672823 0.23998786 -0.34638964 -0.02435846 0.46648233 1.51500639 0.27194824 0.24542332 -0.23478821 -0.14271238 0.38672823 0.27194824 0.33994892 -0.11795814 -0.52578924 -0.05977541 0.23998786 0.24542332 -0.11795814 0.31843637 -0.02967034 -0.22230027 -0.34638964 -0.23478821 -0.52578924 -0.02967034 0.24886252 -0.12020028 -0.02435846 -0.14271238 -0.05977541 -0.22230027 -0.12020028 0.12277210 *** 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) = -0.2297393965 Kirchhoff stress 0.39312E-02 0.73018E-02 0.14764E+00 0.73018E-02 -0.13107E+00 -0.76643E-01 0.14764E+00 -0.76643E-01 -0.38288E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27081164 0.52078686 0.43363760 0.30284508 -0.30132186 0.00091268 0.52078686 1.44448568 0.30491805 0.19527654 -0.23135394 -0.17794017 0.43363760 0.30491805 0.25834222 -0.10270851 -0.54171716 -0.08582640 0.30284508 0.19527654 -0.10270851 0.33507327 -0.00462848 -0.21765685 -0.30132186 -0.23135394 -0.54171716 -0.00462848 0.25926467 -0.10448046 0.00091268 -0.17794017 -0.08582640 -0.21765685 -0.10448046 0.11804642 *** 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) = -0.2367574505 Kirchhoff stress 0.71148E-02 0.75682E-02 0.13935E+00 0.75682E-02 -0.12031E+00 -0.74859E-01 0.13935E+00 -0.74859E-01 0.21870E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.42399430 0.59587415 0.53054759 0.33678793 -0.18433130 0.02422355 0.59587415 1.53100316 0.36653685 0.21455907 -0.19798133 -0.17870821 0.53054759 0.36653685 0.25505782 -0.08047298 -0.51313537 -0.07758415 0.33678793 0.21455907 -0.08047298 0.37307625 0.01870849 -0.18377626 -0.18433130 -0.19798133 -0.51313537 0.01870849 0.31958889 -0.08161095 0.02422355 -0.17870821 -0.07758415 -0.18377626 -0.08161095 0.14262819 *** 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) = -0.2433259518 Kirchhoff stress 0.62006E-02 0.89358E-02 0.12736E+00 0.89358E-02 -0.10646E+00 -0.72399E-01 0.12736E+00 -0.72399E-01 0.67060E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.62692537 0.68528877 0.67652419 0.28828069 0.01845751 0.03524187 0.68528877 1.77888659 0.45772367 0.24979492 -0.14909222 -0.12624657 0.67652419 0.45772367 0.33079263 -0.07729085 -0.42227596 -0.02497533 0.28828069 0.24979492 -0.07729085 0.43456425 0.03010104 -0.13546569 0.01845751 -0.14909222 -0.42227596 0.03010104 0.43710867 -0.07773637 0.03524187 -0.12624657 -0.02497533 -0.13546569 -0.07773637 0.20601769 *** 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) = -0.2491355048 Kirchhoff stress -0.12023E-02 0.11533E-01 0.10996E+00 0.11533E-01 -0.90373E-01 -0.66717E-01 0.10996E+00 -0.66717E-01 0.97719E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84061877 0.75138133 0.79588341 0.18247565 0.18927431 0.02540596 0.75138133 1.75955669 0.57277901 0.17425928 -0.11464861 -0.01880518 0.79588341 0.57277901 0.43561479 -0.08733513 -0.32435892 0.04534000 0.18247565 0.17425928 -0.08733513 0.47995003 0.02079747 -0.10229717 0.18927431 -0.11464861 -0.32435892 0.02079747 0.53453683 -0.08719492 0.02540596 -0.01880518 0.04534000 -0.10229717 -0.08719492 0.30053428 *** 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) = -0.2539113662 Kirchhoff stress -0.10048E-01 0.13324E-01 0.90733E-01 0.13324E-01 -0.74414E-01 -0.57649E-01 0.90733E-01 -0.57649E-01 0.13535E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73825048 0.78242639 0.77034767 0.11549180 0.13832414 0.02969280 0.78242639 1.66031071 0.65049561 0.07046498 -0.09908196 0.05465420 0.77034767 0.65049561 0.47485966 -0.08122528 -0.30841805 0.09050548 0.11549180 0.07046498 -0.08122528 0.49603174 0.02566230 -0.08841639 0.13832414 -0.09908196 -0.30841805 0.02566230 0.49240933 -0.08069402 0.02969280 0.05465420 0.09050548 -0.08841639 -0.08069402 0.36345601 *** 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) = -0.2577170026 Kirchhoff stress -0.11706E-01 0.13078E-01 0.75024E-01 0.13078E-01 -0.58578E-01 -0.47401E-01 0.75024E-01 -0.47401E-01 0.19280E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51627499 0.77090034 0.74943687 0.08704260 0.05890320 0.04411459 0.77090034 1.54788972 0.66112781 0.00583737 -0.10300931 0.09241331 0.74943687 0.66112781 0.50342612 -0.05873489 -0.25461098 0.08912030 0.08704260 0.00583737 -0.05873489 0.47363975 0.04063387 -0.09420339 0.05890320 -0.10300931 -0.25461098 0.04063387 0.45886267 -0.05802569 0.04411459 0.09241331 0.08912030 -0.09420339 -0.05802569 0.36335416 *** 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) = -0.2607384184 Kirchhoff stress -0.71942E-02 0.11799E-01 0.61155E-01 0.11799E-01 -0.42582E-01 -0.37666E-01 0.61155E-01 -0.37666E-01 0.22347E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.31614655 0.74367240 0.77254702 0.05443072 -0.00965674 0.04228335 0.74367240 1.49860476 0.62927404 -0.02386770 -0.10040150 0.06214761 0.77254702 0.62927404 0.55070393 -0.05150086 -0.14591557 0.02436827 0.05443072 -0.02386770 -0.05150086 0.43871816 0.03929996 -0.09346710 -0.00965674 -0.10040150 -0.14591557 0.03929996 0.47256264 -0.05079853 0.04228335 0.06214761 0.02436827 -0.09346710 -0.05079853 0.32387960 *** 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) = -0.2631347354 Kirchhoff stress 0.16630E-02 0.98540E-02 0.48774E-01 0.98540E-02 -0.26167E-01 -0.29700E-01 0.48774E-01 -0.29700E-01 0.20796E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.25303547 0.71579436 0.80647952 0.03652151 -0.09980801 0.05673485 0.71579436 1.49758051 0.60787838 -0.03518699 -0.10981933 0.04516233 0.80647952 0.60787838 0.62700636 -0.04044506 -0.05634109 -0.02903544 0.03652151 -0.03518699 -0.04044506 0.40538385 0.05420967 -0.10464637 -0.09980801 -0.10981933 -0.05634109 0.05420967 0.49951945 -0.03987619 0.05673485 0.04516233 -0.02903544 -0.10464637 -0.03987619 0.29704455 *** 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) = -0.2650019235 Kirchhoff stress 0.10646E-01 0.70289E-02 0.37102E-01 0.70289E-02 -0.99831E-02 -0.22427E-01 0.37102E-01 -0.22427E-01 0.16185E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.48435877 0.73218694 0.86788678 0.01778384 -0.14175001 0.06918481 0.73218694 1.37026334 0.64513766 -0.05314200 -0.11180246 0.03889626 0.86788678 0.64513766 0.76214503 -0.04254443 0.00001968 -0.04724708 0.01778384 -0.05314200 -0.04254443 0.41798067 0.06713012 -0.10821554 -0.14175001 -0.11180246 0.00001968 0.06713012 0.55587284 -0.04216670 0.06918481 0.03889626 -0.04724708 -0.10821554 -0.04216670 0.33050658 *** 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) = -0.2663295496 Kirchhoff stress 0.13803E-01 0.33392E-02 0.24721E-01 0.33392E-02 0.94237E-03 -0.14980E-01 0.24721E-01 -0.14980E-01 0.10368E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91350132 0.75588309 0.90328247 0.01686987 -0.09612530 0.06603657 0.75588309 0.97645277 0.67697241 -0.06226154 -0.09109564 0.00715709 0.90328247 0.67697241 0.86365180 -0.02963956 0.04164062 -0.05632485 0.01686987 -0.06226154 -0.02963956 0.43921887 0.06453300 -0.08889982 -0.09612530 -0.09109564 0.04164062 0.06453300 0.58781771 -0.02945118 0.06603657 0.00715709 -0.05632485 -0.08889982 -0.02945118 0.35991934 *** 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) = -0.2671099157 Kirchhoff stress 0.78207E-02 0.66567E-03 0.11823E-01 0.66567E-03 0.19950E-02 -0.80441E-02 0.11823E-01 -0.80441E-02 0.37741E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22413553 0.78441691 0.89241132 0.01793116 0.00856849 0.02654246 0.78441691 0.65736193 0.71006665 -0.03121781 -0.03332829 -0.04476856 0.89241132 0.71006665 0.91873312 -0.00420084 0.06466897 -0.06801927 0.01793116 -0.03121781 -0.00420084 0.46649605 0.02571501 -0.03232616 0.00856849 -0.03332829 0.06466897 0.02571501 0.57496510 -0.00415051 0.02654246 -0.04476856 -0.06801927 -0.03232616 -0.00415051 0.39187843 *** 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) = -0.2673656950 Kirchhoff stress -0.16617E-11 0.11192E-15 -0.31796E-15 0.11192E-15 -0.16617E-11 0.42933E-15 -0.31563E-15 0.43162E-15 -0.16618E-11 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95797233 0.81826659 0.81826659 -0.00000000 0.00000000 -0.00000000 0.81826659 0.95797233 0.81826659 0.00000000 -0.00000000 -0.00000000 0.81826659 0.81826659 0.95797233 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.49994048 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.49994048 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.49994048 * CB-KIM calculation successfully completed