---------------------------------------------------------------------------- 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_Bonny_Pasianot_FeCuNi__MO_469343973171_004 Maximum cut-off distance: 5.6000000000 **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 Relaxed lattice vectors 2.86822336132911459572 -0.00000000000000017945 1.43411168066455729786 -0.00000000000000017945 2.86822336132911415163 1.43411168066455707581 0.00000000000000016130 0.00000000000000017432 1.43411168066455685377 **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) = -0.2962120252 Kirchhoff stress -0.53335E-09 -0.10498E-15 -0.11972E-15 -0.10675E-15 -0.53335E-09 0.94231E-16 -0.11959E-15 0.94507E-16 -0.53335E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75490604 0.84253578 0.84253578 0.00000000 0.00000000 -0.00000000 0.84253578 0.75490604 0.84253578 0.00000000 0.00000000 -0.00000000 0.84253578 0.84253578 0.75490604 0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.54746533 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.54746533 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.54746533 *** 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) = -0.2960267107 Kirchhoff stress 0.12298E-03 0.14513E-02 -0.10523E-01 0.14513E-02 -0.32719E-02 0.11542E-01 -0.10523E-01 0.11542E-01 -0.64391E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84247566 0.84000371 0.81867273 -0.02738333 0.03122064 -0.06264490 0.84000371 0.67663223 0.86954518 0.01858980 0.05571803 -0.03722233 0.81867273 0.86954518 0.75452683 -0.00995428 0.05446677 -0.06112717 -0.02738333 0.01858980 -0.00995428 0.54502110 -0.06138671 0.05470030 0.03122064 0.05571803 0.05446677 -0.06138671 0.52394992 -0.00990885 -0.06264490 -0.03722233 -0.06112717 0.05470030 -0.00990885 0.57463727 *** 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) = -0.2954534399 Kirchhoff stress -0.32716E-02 0.55982E-02 -0.20609E-01 0.55982E-02 -0.93016E-02 0.24556E-01 -0.20609E-01 0.24556E-01 -0.26152E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95154111 0.83490197 0.80110142 -0.05937278 0.05750684 -0.12681713 0.83490197 0.61186291 0.89836237 0.02381526 0.10017350 -0.07620070 0.80110142 0.89836237 0.75414220 -0.03901706 0.10265801 -0.12795467 -0.05937278 0.02381526 -0.03901706 0.54036026 -0.12391608 0.09826549 0.05750684 0.10017350 0.10265801 -0.12391608 0.50716333 -0.03885508 -0.12681713 -0.07620070 -0.12795467 0.09826549 -0.03885508 0.60441334 *** 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) = -0.2944302493 Kirchhoff stress -0.10748E-01 0.11832E-01 -0.30948E-01 0.11832E-01 -0.16889E-01 0.39592E-01 -0.30948E-01 0.39592E-01 -0.60216E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11568258 0.83431836 0.79142747 -0.08850595 0.08327647 -0.18915469 0.83431836 0.62377039 0.93210304 0.01071198 0.13302621 -0.09892640 0.79142747 0.93210304 0.75566499 -0.08351604 0.14887177 -0.20031274 -0.08850595 0.01071198 -0.08351604 0.54105358 -0.18406856 0.13028774 0.08327647 0.13302621 0.14887177 -0.18406856 0.49872388 -0.08321058 -0.18915469 -0.09892640 -0.20031274 0.13028774 -0.08321058 0.64047940 *** 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) = -0.2928083964 Kirchhoff stress -0.23286E-01 0.19284E-01 -0.42186E-01 0.19284E-01 -0.23064E-01 0.57512E-01 -0.42186E-01 0.57512E-01 -0.11034E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32640123 0.83995273 0.78873195 -0.10465535 0.11536518 -0.25112971 0.83995273 0.76410207 0.97179608 -0.01382271 0.16082317 -0.09784187 0.78873195 0.97179608 0.76342537 -0.13650285 0.19966804 -0.27961852 -0.10465535 -0.01382271 -0.13650285 0.54901555 -0.24329020 0.15729759 0.11536518 0.16082317 0.19966804 -0.24329020 0.49766759 -0.13604980 -0.25112971 -0.09784187 -0.27961852 0.15729759 -0.13604980 0.68431519 *** 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) = -0.2903490646 Kirchhoff stress -0.40951E-01 0.27435E-01 -0.54757E-01 0.27435E-01 -0.26403E-01 0.78465E-01 -0.54757E-01 0.78465E-01 -0.18087E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49392649 0.83748173 0.79322614 -0.10522880 0.15819774 -0.31779614 0.83748173 0.86466295 1.00426543 -0.02893370 0.19294630 -0.13275777 0.79322614 1.00426543 0.78681053 -0.19290262 0.25773354 -0.36865754 -0.10522880 -0.02893370 -0.19290262 0.54888091 -0.30690177 0.18865847 0.15819774 0.19294630 0.25773354 -0.30690177 0.50383556 -0.19230246 -0.31779614 -0.13275777 -0.36865754 0.18865847 -0.19230246 0.72194686 *** 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) = -0.2868474931 Kirchhoff stress -0.62865E-01 0.36239E-01 -0.68987E-01 0.36239E-01 -0.29822E-01 0.10128E+00 -0.68987E-01 0.10128E+00 -0.27855E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.62091906 0.82778530 0.80830917 -0.09301813 0.20918868 -0.38704158 0.82778530 0.85244903 1.02910056 -0.03321843 0.22914498 -0.22739762 0.80830917 1.02910056 0.83525161 -0.25501585 0.32086201 -0.46531444 -0.09301813 -0.03321843 -0.25501585 0.54117543 -0.37298424 0.22404969 0.20918868 0.22914498 0.32086201 -0.37298424 0.52081549 -0.25434285 -0.38704158 -0.22739762 -0.46531444 0.22404969 -0.25434285 0.75236221 *** 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) = -0.2821778948 Kirchhoff stress -0.89336E-01 0.45307E-01 -0.85327E-01 0.45307E-01 -0.35048E-01 0.12524E+00 -0.85327E-01 0.12524E+00 -0.40904E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82987703 0.82629547 0.83762814 -0.05955927 0.26563627 -0.45444243 0.82629547 0.85956010 1.05485326 -0.04595987 0.26346620 -0.33824861 0.83762814 1.05485326 0.90864289 -0.32760971 0.39455081 -0.57155057 -0.05955927 -0.04595987 -0.32760971 0.54221232 -0.43705846 0.25743713 0.26563627 0.26346620 0.39455081 -0.43705846 0.55277326 -0.32706999 -0.45444243 -0.33824861 -0.57155057 0.25743713 -0.32706999 0.78437161 *** 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) = -0.2761948455 Kirchhoff stress -0.12203E+00 0.53501E-01 -0.10450E+00 0.53501E-01 -0.41829E-01 0.15026E+00 -0.10450E+00 0.15026E+00 -0.58301E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.14355477 0.84016030 0.88634179 0.00496175 0.33659555 -0.51705915 0.84016030 0.87089155 1.07552056 -0.08014740 0.29692677 -0.45381798 0.88634179 1.07552056 1.00556388 -0.40658132 0.49734613 -0.69312915 0.00496175 -0.08014740 -0.40658132 0.55942534 -0.49614834 0.28974530 0.33659555 0.29692677 0.49734613 -0.49614834 0.60482424 -0.40653525 -0.51705915 -0.45381798 -0.69312915 0.28974530 -0.40653525 0.81197416 *** 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) = -0.2687277216 Kirchhoff stress -0.16166E+00 0.59628E-01 -0.12672E+00 0.59628E-01 -0.51432E-01 0.17586E+00 -0.12672E+00 0.17586E+00 -0.81084E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.48642906 0.86803106 0.93311611 0.10187815 0.40687914 -0.57373662 0.86803106 0.83192388 1.09364137 -0.11987360 0.33617912 -0.56788299 0.93311611 1.09364137 1.10885419 -0.48051258 0.61511788 -0.81750082 0.10187815 -0.11987360 -0.48051258 0.59123022 -0.54906842 0.32748710 0.40687914 0.33617912 0.61511788 -0.54906842 0.65530074 -0.48145611 -0.57373662 -0.56788299 -0.81750082 0.32748710 -0.48145611 0.83753105 *** 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) = -0.2596477606 Kirchhoff stress -0.20713E+00 0.63033E-01 -0.15119E+00 0.63033E-01 -0.64606E-01 0.20231E+00 -0.15119E+00 0.20231E+00 -0.10872E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.80803855 0.91258427 0.96121489 0.22104593 0.45670399 -0.62924923 0.91258427 0.80747476 1.13450619 -0.15681288 0.37837813 -0.65030720 0.96121489 1.13450619 1.20966214 -0.55556331 0.72007181 -0.93048246 0.22104593 -0.15681288 -0.55556331 0.64050850 -0.60051423 0.36772718 0.45670399 0.37837813 0.72007181 -0.60051423 0.68753153 -0.55811803 -0.62924923 -0.65030720 -0.93048246 0.36772718 -0.55811803 0.88658404 *** 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) = -0.2488494081 Kirchhoff stress -0.25680E+00 0.63196E-01 -0.17737E+00 0.63196E-01 -0.80294E-01 0.23093E+00 -0.17737E+00 0.23093E+00 -0.13995E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.10942893 0.97627772 0.98349832 0.35639662 0.49149240 -0.68548376 0.97627772 0.83228602 1.19424638 -0.19349857 0.41367229 -0.70630954 0.98349832 1.19424638 1.30745860 -0.64300235 0.81433172 -1.04990843 0.35639662 -0.19349857 -0.64300235 0.71005827 -0.65251791 0.40072201 0.49149240 0.41367229 0.81433172 -0.65251791 0.71476540 -0.64780038 -0.68548376 -0.70630954 -1.04990843 0.40072201 -0.64780038 0.95538954 *** 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) = -0.2362239602 Kirchhoff stress -0.30971E+00 0.59825E-01 -0.20547E+00 0.59825E-01 -0.98654E-01 0.26172E+00 -0.20547E+00 0.26172E+00 -0.17559E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.41465297 1.05842381 1.02387343 0.51229429 0.53671888 -0.74275526 1.05842381 0.84154614 1.23177392 -0.20578321 0.45598506 -0.79624985 1.02387343 1.23177392 1.41670414 -0.73226068 0.93274296 -1.20995125 0.51229429 -0.20578321 -0.73226068 0.79887905 -0.70586814 0.44063575 0.53671888 0.45598506 0.93274296 -0.70586814 0.76098884 -0.73969307 -0.74275526 -0.79624985 -1.20995125 0.44063575 -0.73969307 1.00215445 *** 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) = -0.2217094165 Kirchhoff stress -0.36588E+00 0.53401E-01 -0.23603E+00 0.53401E-01 -0.12196E+00 0.29336E+00 -0.23603E+00 0.29336E+00 -0.21806E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.74049354 1.16377755 1.08928260 0.68554239 0.60507663 -0.80040209 1.16377755 0.82068521 1.25674022 -0.18604234 0.51088475 -0.90966754 1.08928260 1.25674022 1.57086601 -0.81781237 1.09014292 -1.39598480 0.68554239 -0.18604234 -0.81781237 0.91135017 -0.75999396 0.49305203 0.60507663 0.51088475 1.09014292 -0.75999396 0.83297923 -0.82807554 -0.80040209 -0.90966754 -1.39598480 0.49305203 -0.82807554 1.03614979 *** 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) = -0.2052931917 Kirchhoff stress -0.42451E+00 0.43978E-01 -0.26913E+00 0.43978E-01 -0.15111E+00 0.32563E+00 -0.26913E+00 0.32563E+00 -0.26819E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.03864272 1.29212596 1.15519650 0.88578657 0.66440056 -0.84401790 1.29212596 0.82228992 1.30242109 -0.14539266 0.56338372 -0.99951739 1.15519650 1.30242109 1.78501955 -0.90059208 1.25965065 -1.57282953 0.88578657 -0.14539266 -0.90059208 1.04713347 -0.80021827 0.54277033 0.66440056 0.56338372 1.25965065 -0.80021827 0.90596618 -0.91387098 -0.84401790 -0.99951739 -1.57282953 0.54277033 -0.91387098 1.09081142 *** 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) = -0.1870014039 Kirchhoff stress -0.48303E+00 0.31149E-01 -0.30414E+00 0.31149E-01 -0.18582E+00 0.35889E+00 -0.30414E+00 0.35889E+00 -0.32539E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.23618587 1.43608582 1.21427688 1.10132951 0.70530563 -0.87762727 1.43608582 0.83836372 1.36201980 -0.07992879 0.61485214 -1.07378898 1.21427688 1.36201980 2.04398312 -0.98216857 1.43537152 -1.75178005 1.10132951 -0.07992879 -0.98216857 1.19882998 -0.83055565 0.59114464 0.70530563 0.61485214 1.43537152 -0.83055565 0.97256841 -0.99871477 -0.87762727 -1.07378898 -1.75178005 0.59114464 -0.99871477 1.15941687 *** 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) = -0.1669232714 Kirchhoff stress -0.53829E+00 0.15641E-01 -0.34092E+00 0.15641E-01 -0.22632E+00 0.39351E+00 -0.34092E+00 0.39351E+00 -0.39014E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.27766650 1.59098947 1.29023659 1.29933116 0.74698970 -0.92186372 1.59098947 0.86298190 1.43245679 0.01295700 0.66936794 -1.14115015 1.29023659 1.43245679 2.35996845 -1.07440250 1.63897256 -1.94891480 1.29933116 0.01295700 -1.07440250 1.36188137 -0.87184246 0.64243388 0.74698970 0.66936794 1.63897256 -0.87184246 1.05669275 -1.09449010 -0.92186372 -1.14115015 -1.94891480 0.64243388 -1.09449010 1.23881189 *** 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) = -0.1451971070 Kirchhoff stress -0.58757E+00 -0.12065E-02 -0.37996E+00 -0.12065E-02 -0.27271E+00 0.43010E+00 -0.37996E+00 0.43010E+00 -0.46357E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.21725902 1.75146312 1.38251043 1.48228244 0.79891832 -0.97204971 1.75146312 0.90249480 1.51253747 0.13368785 0.72468486 -1.20243747 1.38251043 1.51253747 2.73767605 -1.17592968 1.87016465 -2.16547306 1.48228244 0.13368785 -1.17592968 1.53119385 -0.91954349 0.69450155 0.79891832 0.72468486 1.87016465 -0.91954349 1.15799227 -1.19969667 -0.97204971 -1.20243747 -2.16547306 0.69450155 -1.19969667 1.32762560 *** 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) = -0.1219729980 Kirchhoff stress -0.63043E+00 -0.18461E-01 -0.42186E+00 -0.18461E-01 -0.32469E+00 0.46886E+00 -0.42186E+00 0.46886E+00 -0.54667E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.16468461 1.92203771 1.48745391 1.65304699 0.87218118 -1.01662257 1.92203771 0.98339615 1.60120645 0.28328145 0.78026726 -1.25804311 1.48745391 1.60120645 3.17919101 -1.28188792 2.12474828 -2.40053906 1.65304699 0.28328145 -1.28188792 1.71154386 -0.96219271 0.74687405 0.87218118 0.78026726 2.12474828 -0.96219271 1.27287022 -1.30933248 -1.01662257 -1.25804311 -2.40053906 0.74687405 -1.30933248 1.42466683 *** 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) = -0.9737310793E-01 Kirchhoff stress -0.66713E+00 -0.35052E-01 -0.46700E+00 -0.35052E-01 -0.38113E+00 0.50981E+00 -0.46700E+00 0.50981E+00 -0.64032E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.10558700 2.10105551 1.60095278 1.78990552 0.95352690 -1.05524118 2.10105551 1.15977695 1.69799170 0.46390963 0.83610572 -1.30821407 1.60095278 1.69799170 3.69207006 -1.39198317 2.40301677 -2.65547492 1.78990552 0.46390963 -1.39198317 1.90117227 -0.99947979 0.79955912 0.95352690 0.83610572 2.40301677 -0.99947979 1.39691057 -1.42305745 -1.05524118 -1.30821407 -2.65547492 0.79955912 -1.42305745 1.52937232 *** 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) = -0.7148354470E-01 Kirchhoff stress -0.69720E+00 -0.49602E-01 -0.51544E+00 -0.49602E-01 -0.43994E+00 0.55294E+00 -0.51544E+00 0.55294E+00 -0.74543E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.00436267 2.27777787 1.72178581 1.88169756 1.03488522 -1.08950340 2.27777787 1.42104729 1.80305583 0.66559840 0.89261275 -1.35279069 1.72178581 1.80305583 4.28654805 -1.50632842 2.70739983 -2.93156456 1.88169756 0.66559840 -1.50632842 2.08894836 -1.03299991 0.85298882 1.03488522 0.89261275 2.70739983 -1.03299991 1.52856421 -1.54095104 -1.08950340 -1.35279069 -2.93156456 0.85298882 -1.54095104 1.64166710 *** 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) = -0.4436919085E-01 Kirchhoff stress -0.71997E+00 -0.60962E-01 -0.56712E+00 -0.60962E-01 -0.50022E+00 0.59827E+00 -0.56712E+00 0.59827E+00 -0.86296E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.84742638 2.44040509 1.85061638 1.92855462 1.11577499 -1.11864922 2.44040509 1.64893861 1.91752909 0.87100932 0.95068789 -1.38978675 1.85061638 1.91752909 4.97415584 -1.62352620 3.04068232 -3.22893794 1.92855462 0.87100932 -1.62352620 2.26250266 -1.06197090 0.90806745 1.11577499 0.95068789 3.04068232 -1.06197090 1.66824988 -1.66156093 -1.11864922 -1.38978675 -3.22893794 0.90806745 -1.66156093 1.76226506 *** 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) = -0.1610684027E-01 Kirchhoff stress -0.73489E+00 -0.68178E-01 -0.62190E+00 -0.68178E-01 -0.56218E+00 0.64579E+00 -0.62190E+00 0.64579E+00 -0.99387E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.63946542 2.58001400 1.98806275 1.93267337 1.19438552 -1.14147488 2.58001400 1.84825522 2.04254589 1.08277733 1.01060037 -1.41391712 1.98806275 2.04254589 5.76723366 -1.74150102 3.40414853 -3.54776816 1.93267337 1.08277733 -1.74150102 2.41268835 -1.08515520 0.96511980 1.19438552 1.01060037 3.40414853 -1.08515520 1.81639868 -1.78271745 -1.14147488 -1.41391712 -3.54776816 0.96511980 -1.78271745 1.89217551 *** 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) = 0.1322727273E-01 Kirchhoff stress -0.74189E+00 -0.70210E-01 -0.67956E+00 -0.70210E-01 -0.62423E+00 0.69565E+00 -0.67956E+00 0.69565E+00 -0.11393E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.40583981 2.68772969 2.13508492 1.89626095 1.26525505 -1.15905754 2.68772969 2.13072120 2.17857244 1.30652066 1.07156976 -1.41743119 2.13508492 2.17857244 6.68298131 -1.86158759 3.80046624 -3.89431452 1.89626095 1.30652066 -1.86158759 2.53074400 -1.10358701 1.02347896 1.26525505 1.07156976 3.80046624 -1.10358701 1.97380654 -1.90566932 -1.15905754 -1.41743119 -3.89431452 1.02347896 -1.90566932 2.03205581 *** 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) = 0.4361739360E-01 Kirchhoff stress -0.74142E+00 -0.66258E-01 -0.73975E+00 -0.66258E-01 -0.68249E+00 0.74801E+00 -0.73975E+00 0.74801E+00 -0.13002E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.15123671 2.75103735 2.28169671 1.82453721 1.32510557 -1.16768024 2.75103735 2.51941451 2.31134051 1.53111069 1.12444111 -1.39680493 2.28169671 2.31134051 7.70637544 -1.97768553 4.21529478 -4.26152184 1.82453721 1.53111069 -1.97768553 2.60412348 -1.11351261 1.07405819 1.32510557 1.12444111 4.21529478 -1.11351261 2.13030030 -2.02429390 -1.16768024 -1.39680493 -4.26152184 1.07405819 -2.02429390 2.16767729 *** 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) = 0.7511759967E-01 Kirchhoff stress -0.73400E+00 -0.56638E-01 -0.80187E+00 -0.56638E-01 -0.73400E+00 0.80187E+00 -0.80187E+00 0.80187E+00 -0.14772E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.87063987 2.75987228 2.41542961 1.72792622 1.37950645 -1.15655858 2.75987228 2.87063987 2.41542961 1.72792622 1.15655858 -1.37950645 2.41542961 2.41542961 8.79654596 -2.07426667 4.62527373 -4.62527373 1.72792622 1.72792622 -2.07426667 2.62234460 -1.10414422 1.10414422 1.37950645 1.15655858 4.62527373 -1.10414422 2.27320478 -2.12309659 -1.15655858 -1.37950645 -4.62527373 1.10414422 -2.12309659 2.27320478 *** 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) = 0.1077692745 Kirchhoff stress -0.71977E+00 -0.42382E-01 -0.86501E+00 -0.42382E-01 -0.77880E+00 0.85516E+00 -0.86501E+00 0.85516E+00 -0.16701E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.53210294 2.71483782 2.52381903 1.60517813 1.42203782 -1.12491106 2.71483782 3.12038962 2.49238054 1.89093579 1.17184158 -1.37228482 2.52381903 2.49238054 9.95028651 -2.14703090 5.02262355 -4.97553793 1.60517813 1.89093579 -2.14703090 2.58571664 -1.07464895 1.11760854 1.42203782 1.17184158 5.02262355 -1.07464895 2.38992736 -2.19777654 -1.12491106 -1.37228482 -4.97553793 1.11760854 -2.19777654 2.34990523 *** 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) = 0.1415474841 Kirchhoff stress -0.69832E+00 -0.24014E-01 -0.92763E+00 -0.24014E-01 -0.81607E+00 0.90648E+00 -0.92763E+00 0.90648E+00 -0.18780E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.14759414 2.61998540 2.60184640 1.45009957 1.44552513 -1.08048772 2.61998540 3.37200368 2.55929010 2.03119285 1.17861480 -1.33713850 2.60184640 2.55929010 11.18446677 -2.19882711 5.40746799 -5.30812288 1.45009957 2.03119285 -2.19882711 2.49850210 -1.03268605 1.12287496 1.44552513 1.17861480 5.40746799 -1.03268605 2.47553995 -2.25110965 -1.08048772 -1.33713850 -5.30812288 1.12287496 -2.25110965 2.41521679 *** 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) = 0.1764211669 Kirchhoff stress -0.67059E+00 -0.17154E-02 -0.98844E+00 -0.17154E-02 -0.84337E+00 0.95547E+00 -0.98844E+00 0.95547E+00 -0.21003E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.81065851 2.48137696 2.66194820 1.27148850 1.45305578 -1.03180114 2.48137696 3.62625204 2.61999120 2.13650754 1.17726619 -1.27834301 2.66194820 2.61999120 12.54297663 -2.23730403 5.79349535 -5.63173475 1.27148850 2.13650754 -2.23730403 2.36696315 -0.98670560 1.12043580 1.45305578 1.17726619 5.79349535 -0.98670560 2.54261733 -2.29064149 -1.03180114 -1.27834301 -5.63173475 1.12043580 -2.29064149 2.47337353 *** 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) = 0.2123997312 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) 1.50095987 2.30257644 2.69850698 1.11100384 1.42508889 -0.97246921 2.30257644 3.84481931 2.67965107 2.20269659 1.16742153 -1.20274285 2.69850698 2.67965107 14.04408731 -2.25994129 6.17205853 -5.94233115 1.11100384 2.20269659 -2.25994129 2.19455673 -0.93023435 1.10993988 1.42508889 1.16742153 6.17205853 -0.93023435 2.58545596 -2.31376857 -0.97246921 -1.20274285 -5.94233115 1.10993988 -2.31376857 2.52976295 *** 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) = 0.2494859337 Kirchhoff stress -0.60086E+00 0.49883E-01 -0.10988E+01 0.49883E-01 -0.86296E+00 0.10446E+01 -0.10988E+01 0.10446E+01 -0.25851E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10285682 2.09156333 2.69885688 0.97765809 1.35056214 -0.90052578 2.09156333 4.02151105 2.73666385 2.22858243 1.14874242 -1.10955885 2.69885688 2.73666385 15.66750899 -2.26575301 6.52269793 -6.23882972 0.97765809 2.22858243 -2.26575301 1.98921908 -0.86124413 1.09108335 1.35056214 1.14874242 6.52269793 -0.86124413 2.59126504 -2.31951451 -0.90052578 -1.10955885 -6.23882972 1.09108335 -2.31951451 2.58293137 *** 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) = 0.2876196470 Kirchhoff stress -0.55694E+00 0.76170E-01 -0.11447E+01 0.76170E-01 -0.85396E+00 0.10836E+01 -0.11447E+01 0.10836E+01 -0.28452E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69288552 1.86929258 2.67378636 0.83150654 1.26486040 -0.82962874 1.86929258 4.15135585 2.77314802 2.20572771 1.12396667 -1.00884146 2.67378636 2.77314802 17.39270743 -2.25950339 6.84906968 -6.53892418 0.83150654 2.20572771 -2.25950339 1.77228562 -0.79347542 1.06674361 1.26486040 1.12396667 6.84906968 -0.79347542 2.57107775 -2.31268731 -0.82962874 -1.00884146 -6.53892418 1.06674361 -2.31268731 2.61515058 *** 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) = 0.3267113276 Kirchhoff stress -0.50873E+00 0.10176E+00 -0.11834E+01 0.10176E+00 -0.83272E+00 0.11179E+01 -0.11834E+01 0.11179E+01 -0.31168E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41558455 1.64863705 2.63452969 0.67632942 1.18756012 -0.76524443 1.64863705 4.23778194 2.77375396 2.13007347 1.09322633 -0.91160209 2.63452969 2.77375396 19.23402771 -2.24003717 7.16499296 -6.84870361 0.67632942 2.13007347 -2.24003717 1.55688560 -0.73243382 1.03713371 1.18756012 1.09322633 7.16499296 -0.73243382 2.53636628 -2.29211793 -0.76524443 -0.91160209 -6.84870361 1.03713371 -2.29211793 2.61117744 *** 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) = 0.3666873955 Kirchhoff stress -0.45927E+00 0.12557E+00 -0.12141E+01 0.12557E+00 -0.79984E+00 0.11462E+01 -0.12141E+01 0.11462E+01 -0.34001E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.24169754 1.43182264 2.57531513 0.53602680 1.10775186 -0.70384128 1.43182264 4.28219550 2.74171819 2.00595110 1.05381410 -0.81670213 2.57531513 2.74171819 21.21904252 -2.20349908 7.46315949 -7.14556669 0.53602680 2.00595110 -2.20349908 1.34510295 -0.67447318 0.99951176 1.10775186 1.05381410 7.46315949 -0.67447318 2.48127588 -2.25392084 -0.70384128 -0.81670213 -7.14556669 0.99951176 -2.25392084 2.57442927 *** 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) = 0.4074683988 Kirchhoff stress -0.41022E+00 0.14632E+00 -0.12359E+01 0.14632E+00 -0.75613E+00 0.11675E+01 -0.12359E+01 0.11675E+01 -0.36940E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.12882818 1.21739185 2.49183581 0.41876944 1.02682143 -0.64310610 1.21739185 4.25664100 2.68673467 1.85017553 1.00258101 -0.71666479 2.49183581 2.68673467 23.35697023 -2.14959558 7.72500940 -7.40340437 0.41876944 1.85017553 -2.14959558 1.13522490 -0.61711305 0.95063021 1.02682143 1.00258101 7.72500940 -0.61711305 2.40129643 -2.19782147 -0.64310610 -0.71666479 -7.40340437 0.95063021 -2.19782147 2.51481550 *** 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) = 0.4489475468 Kirchhoff stress -0.36267E+00 0.16289E+00 -0.12483E+01 0.16289E+00 -0.70287E+00 0.11811E+01 -0.12483E+01 0.11811E+01 -0.39967E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.03360046 1.00559897 2.38244848 0.32448639 0.94042438 -0.58155753 1.00559897 4.14119612 2.61483190 1.67732262 0.93402524 -0.59902758 2.38244848 2.61483190 25.63118870 -2.08075053 7.93339628 -7.60965218 0.32448639 1.67732262 -2.08075053 0.92731241 -0.55870773 0.88486160 0.94042438 0.93402524 7.93339628 -0.55870773 2.29457724 -2.12632929 -0.58155753 -0.59902758 -7.60965218 0.88486160 -2.12632929 2.43867324 *** 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) = 0.4909750850 Kirchhoff stress -0.31559E+00 0.17431E+00 -0.12501E+01 0.17431E+00 -0.64083E+00 0.11869E+01 -0.12501E+01 0.11869E+01 -0.43054E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.13839763 0.80428736 2.24218218 0.23487551 0.82334268 -0.52094600 0.80428736 3.97273508 2.52893741 1.47849187 0.84233732 -0.45314966 2.24218218 2.52893741 28.02467440 -1.99948804 8.07331792 -7.75382053 0.23487551 1.47849187 -1.99948804 0.72915651 -0.50091720 0.79630028 0.82334268 0.84233732 8.07331792 -0.50091720 2.15599923 -2.04210112 -0.52094600 -0.45314966 -7.75382053 0.79630028 -2.04210112 2.34921591 *** 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) = 0.5333278825 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 -0.46176E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.30962694 0.62287008 2.07967972 0.15001857 0.70185992 -0.46319957 0.62287008 3.74530480 2.39979433 1.25768757 0.74113539 -0.32214729 2.07967972 2.39979433 30.50936877 -1.89602756 8.14336343 -7.84524288 0.15001857 1.25768757 -1.89602756 0.55031622 -0.44577345 0.69860253 0.70185992 0.74113539 8.14336343 -0.44577345 1.99433355 -1.93532494 -0.46319957 -0.32214729 -7.84524288 0.69860253 -1.93532494 2.21716616 *** 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) = 0.5757001871 Kirchhoff stress -0.21958E+00 0.17966E+00 -0.12188E+01 0.17966E+00 -0.49607E+00 0.11710E+01 -0.12188E+01 0.11710E+01 -0.49314E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.37609704 0.46761472 1.91146222 0.09013053 0.61439962 -0.40608434 0.46761472 3.45272562 2.22941806 1.05242219 0.64446511 -0.22942403 1.91146222 2.22941806 33.07517659 -1.76672850 8.13708865 -7.86662771 0.09013053 1.05242219 -1.76672850 0.39705188 -0.39109554 0.60577074 0.61439962 0.64446511 8.13708865 -0.39109554 1.82616332 -1.80225774 -0.40608434 -0.22942403 -7.86662771 0.60577074 -1.80225774 2.04441754 *** 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) = 0.6177206021 Kirchhoff stress -0.17356E+00 0.17381E+00 -0.11847E+01 0.17381E+00 -0.41890E+00 0.11455E+01 -0.11847E+01 0.11455E+01 -0.52435E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.43103183 0.33215884 1.71793638 0.06613837 0.51636282 -0.33875621 0.33215884 3.12256114 2.04060013 0.88184540 0.54741322 -0.15965163 1.71793638 2.04060013 35.69847178 -1.61231433 8.02006204 -7.78247294 0.06613837 0.88184540 -1.61231433 0.26282609 -0.32594781 0.51268762 0.51636282 0.54741322 8.02006204 -0.32594781 1.63168175 -1.64366628 -0.33875621 -0.15965163 -7.78247294 0.51268762 -1.64366628 1.85386058 *** 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) = 0.6589168578 Kirchhoff stress -0.12809E+00 0.16253E+00 -0.11368E+01 0.16253E+00 -0.34124E+00 0.11064E+01 -0.11368E+01 0.11064E+01 -0.55490E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50732233 0.21743384 1.49665878 0.06118364 0.39691297 -0.26554086 0.21743384 2.78459220 1.83331160 0.72826494 0.44634300 -0.10822823 1.49665878 1.83331160 38.33030873 -1.43949299 7.78020315 -7.58836974 0.06118364 0.72826494 -1.43949299 0.14870283 -0.25461526 0.41563292 0.39691297 0.44634300 7.78020315 -0.25461526 1.40842796 -1.46648707 -0.26554086 -0.10822823 -7.58836974 0.41563292 -1.46648707 1.64568251 *** 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) = 0.6987285593 Kirchhoff stress -0.83489E-01 0.14637E+00 -0.10749E+01 0.14637E+00 -0.26491E+00 0.10529E+01 -0.10749E+01 0.10529E+01 -0.58438E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.53332658 0.12924198 1.28398888 0.04970387 0.31056120 -0.20315779 0.12924198 2.42221391 1.60150218 0.56786991 0.34588358 -0.07565532 1.28398888 1.60150218 40.92136288 -1.26070111 7.44397032 -7.29658330 0.04970387 0.56786991 -1.26070111 0.06074556 -0.19386119 0.31927283 0.31056120 0.34588358 7.44397032 -0.19386119 1.19295040 -1.28340590 -0.20315779 -0.07565532 -7.29658330 0.31927283 -1.28340590 1.41390564 *** 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) = 0.7365775862 Kirchhoff stress -0.41663E-01 0.12628E+00 -0.10000E+01 0.12628E+00 -0.19274E+00 0.98451E+00 -0.10000E+01 0.98451E+00 -0.61248E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.51852634 0.06256211 1.08005551 0.04070663 0.25699550 -0.14938621 0.06256211 1.99655552 1.34622342 0.41522328 0.25726986 -0.05928406 1.08005551 1.34622342 43.41350105 -1.07087397 7.01503255 -6.90374463 0.04070663 0.41522328 -1.07087397 -0.00609783 -0.14148378 0.23473877 0.25699550 0.25726986 7.01503255 -0.14148378 0.98529478 -1.08948047 -0.14938621 -0.05928406 -6.90374463 0.23473877 -1.08948047 1.15945700 *** 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) = 0.7718568377 Kirchhoff stress -0.32700E-02 0.10367E+00 -0.91216E+00 0.10367E+00 -0.12718E+00 0.90099E+00 -0.91216E+00 0.90099E+00 -0.63883E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50642353 0.01702291 0.87189146 0.03221502 0.20674700 -0.10486051 0.01702291 1.59651132 1.08947085 0.29369625 0.18868163 -0.03771101 0.87189146 1.08947085 45.76036994 -0.87300609 6.47668671 -6.39690438 0.03221502 0.29369625 -0.87300609 -0.05216733 -0.09812739 0.17008883 0.20674700 0.18868163 6.47668671 -0.09812739 0.77239568 -0.88774723 -0.10486051 -0.03771101 -6.39690438 0.17008883 -0.88774723 0.90450598 *** 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) = 0.8039473485 Kirchhoff stress 0.31756E-01 0.80683E-01 -0.81116E+00 0.80683E-01 -0.67663E-01 0.80345E+00 -0.81116E+00 0.80345E+00 -0.66293E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50369622 -0.01151557 0.66313197 0.01601512 0.15100741 -0.07443320 -0.01151557 1.35744583 0.85066336 0.21559322 0.13891839 0.00008406 0.66313197 0.85066336 47.92311873 -0.68080168 5.81811235 -5.77074761 0.01601512 0.21559322 -0.68080168 -0.08139004 -0.06867377 0.12404645 0.15100741 0.13891839 5.81811235 -0.06867377 0.55796799 -0.69195715 -0.07443320 0.00008406 -5.77074761 0.12404645 -0.69195715 0.66882850 *** 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) = 0.8322918169 Kirchhoff stress 0.63040E-01 0.59164E-01 -0.69753E+00 0.59164E-01 -0.12632E-01 0.69326E+00 -0.69753E+00 0.69326E+00 -0.68428E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.49190712 -0.03356902 0.46862083 -0.00409324 0.09831683 -0.05506640 -0.03356902 1.18277243 0.62712727 0.15207890 0.09606904 0.01692545 0.46862083 0.62712727 49.85864006 -0.50529091 5.04154005 -5.03015061 -0.00409324 0.15207890 -0.50529091 -0.10419228 -0.05016340 0.08461125 0.09831683 0.09606904 5.04154005 -0.05016340 0.35705907 -0.51325268 -0.05506640 0.01692545 -5.03015061 0.08461125 -0.51325268 0.44954242 *** 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) = 0.8563841723 Kirchhoff stress 0.89626E-01 0.39864E-01 -0.57272E+00 0.39864E-01 0.35575E-01 0.57119E+00 -0.57272E+00 0.57119E+00 -0.70245E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.45810286 -0.05354464 0.30004431 -0.01749934 0.05723846 -0.03897644 -0.05354464 0.88127341 0.42004650 0.08664501 0.05840641 0.00226874 0.30004431 0.42004650 51.51765372 -0.34727896 4.16236807 -4.18249719 -0.01749934 0.08664501 -0.34727896 -0.12508651 -0.03489972 0.04998342 0.05723846 0.05840641 4.16236807 -0.03489972 0.18153302 -0.35253763 -0.03897644 0.00226874 -4.18249719 0.04998342 -0.35253763 0.24716734 *** 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) = 0.8757206621 Kirchhoff stress 0.11053E+00 0.23414E-01 -0.43840E+00 0.23414E-01 0.73698E-01 0.43844E+00 -0.43840E+00 0.43844E+00 -0.71707E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.40136183 -0.07152113 0.16456614 -0.01967589 0.02920529 -0.02283400 -0.07152113 0.54076283 0.24224990 0.04111389 0.02971009 -0.00867656 0.16456614 0.24224990 52.85977954 -0.20833972 3.20108240 -3.23804004 -0.01967589 0.04111389 -0.20833972 -0.14407284 -0.01960332 0.02394520 0.02920529 0.02971009 3.20108240 -0.01960332 0.03871169 -0.21139899 -0.02283400 -0.00867656 -3.23804004 0.02394520 -0.21139899 0.07445646 *** 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) = 0.8898549444 Kirchhoff stress 0.12477E+00 0.10756E-01 -0.29664E+00 0.10756E-01 0.10169E+00 0.29717E+00 -0.29664E+00 0.29717E+00 -0.72781E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.31955810 -0.08667867 0.07186009 -0.01452501 0.01544583 -0.00940419 -0.08667867 0.27619110 0.10584385 0.01904140 0.01061132 -0.00928830 0.07186009 0.10584385 53.86636914 -0.09769304 2.18222059 -2.21240243 -0.01452501 0.01904140 -0.09769304 -0.16010850 -0.00708940 0.00713814 0.01544583 0.01061132 2.18222059 -0.00708940 -0.06156309 -0.09909144 -0.00940419 -0.00928830 -2.21240243 0.00713814 -0.09909144 -0.05621264 *** 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) = 0.8984648172 Kirchhoff stress 0.13151E+00 0.27475E-02 -0.14975E+00 0.27475E-02 0.12039E+00 0.15001E+00 -0.14975E+00 0.15001E+00 -0.73442E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.21462411 -0.09645193 0.01744516 -0.00721185 0.00810691 -0.00193994 -0.09645193 0.07535146 0.02249923 0.00783291 0.00176866 -0.00687157 0.01744516 0.02249923 54.50158865 -0.02538972 1.11289633 -1.12357110 -0.00721185 0.00783291 -0.02538972 -0.17046783 -0.00067767 0.00021224 0.00810691 0.00176866 1.11289633 -0.00067767 -0.12359989 -0.02574562 -0.00193994 -0.00687157 -1.12357110 0.00021224 -0.02574562 -0.13309320 *** 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) = 0.9013567217 Kirchhoff stress 0.13019E+00 0.21821E-16 -0.23096E-14 0.41703E-16 0.13019E+00 -0.46727E-14 -0.26645E-14 -0.35527E-14 -0.73666E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.08574976 -0.09964090 -0.00278976 -0.00000000 0.00000000 -0.00000000 -0.09964090 -0.08574976 -0.00278976 -0.00000000 0.00000000 0.00000000 -0.00278976 -0.00278976 54.72125108 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.17386378 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.15130746 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.15130746 *** 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) = 0.8984648172 Kirchhoff stress 0.12039E+00 0.27475E-02 0.15001E+00 0.27475E-02 0.13151E+00 -0.14975E+00 0.15001E+00 -0.14975E+00 -0.73442E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.07535146 -0.09645193 0.02249923 0.00783291 -0.00687157 0.00176866 -0.09645193 -0.21462411 0.01744516 -0.00721185 -0.00193994 0.00810691 0.02249923 0.01744516 54.50158865 -0.02538972 -1.12357110 1.11289633 0.00783291 -0.00721185 -0.02538972 -0.17046783 0.00021224 -0.00067767 -0.00687157 -0.00193994 -1.12357110 0.00021224 -0.13309320 -0.02574562 0.00176866 0.00810691 1.11289633 -0.00067767 -0.02574562 -0.12359989 *** 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) = 0.8898549444 Kirchhoff stress 0.10169E+00 0.10756E-01 0.29717E+00 0.10756E-01 0.12477E+00 -0.29664E+00 0.29717E+00 -0.29664E+00 -0.72781E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27619110 -0.08667867 0.10584385 0.01904140 -0.00928830 0.01061132 -0.08667867 -0.31955810 0.07186009 -0.01452501 -0.00940419 0.01544583 0.10584385 0.07186009 53.86636914 -0.09769304 -2.21240243 2.18222059 0.01904140 -0.01452501 -0.09769304 -0.16010850 0.00713814 -0.00708940 -0.00928830 -0.00940419 -2.21240243 0.00713814 -0.05621264 -0.09909144 0.01061132 0.01544583 2.18222059 -0.00708940 -0.09909144 -0.06156309 *** 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) = 0.8757206621 Kirchhoff stress 0.73698E-01 0.23414E-01 0.43844E+00 0.23414E-01 0.11053E+00 -0.43840E+00 0.43844E+00 -0.43840E+00 -0.71707E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54076283 -0.07152113 0.24224990 0.04111389 -0.00867656 0.02971009 -0.07152113 -0.40136183 0.16456614 -0.01967589 -0.02283400 0.02920529 0.24224990 0.16456614 52.85977954 -0.20833972 -3.23804004 3.20108240 0.04111389 -0.01967589 -0.20833972 -0.14407284 0.02394520 -0.01960332 -0.00867656 -0.02283400 -3.23804004 0.02394520 0.07445646 -0.21139899 0.02971009 0.02920529 3.20108240 -0.01960332 -0.21139899 0.03871169 *** 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) = 0.8563841723 Kirchhoff stress 0.35575E-01 0.39864E-01 0.57119E+00 0.39864E-01 0.89626E-01 -0.57272E+00 0.57119E+00 -0.57272E+00 -0.70245E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88127341 -0.05354464 0.42004650 0.08664501 0.00226874 0.05840641 -0.05354464 -0.45810286 0.30004431 -0.01749934 -0.03897644 0.05723846 0.42004650 0.30004431 51.51765372 -0.34727896 -4.18249719 4.16236807 0.08664501 -0.01749934 -0.34727896 -0.12508651 0.04998342 -0.03489972 0.00226874 -0.03897644 -4.18249719 0.04998342 0.24716734 -0.35253763 0.05840641 0.05723846 4.16236807 -0.03489972 -0.35253763 0.18153302 *** 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) = 0.8322918169 Kirchhoff stress -0.12632E-01 0.59164E-01 0.69326E+00 0.59164E-01 0.63040E-01 -0.69753E+00 0.69326E+00 -0.69753E+00 -0.68428E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18277243 -0.03356902 0.62712727 0.15207890 0.01692545 0.09606904 -0.03356902 -0.49190712 0.46862083 -0.00409324 -0.05506640 0.09831683 0.62712727 0.46862083 49.85864006 -0.50529091 -5.03015061 5.04154005 0.15207890 -0.00409324 -0.50529091 -0.10419228 0.08461125 -0.05016340 0.01692545 -0.05506640 -5.03015061 0.08461125 0.44954242 -0.51325268 0.09606904 0.09831683 5.04154005 -0.05016340 -0.51325268 0.35705907 *** 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) = 0.8039473485 Kirchhoff stress -0.67663E-01 0.80683E-01 0.80345E+00 0.80683E-01 0.31756E-01 -0.81116E+00 0.80345E+00 -0.81116E+00 -0.66293E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35744583 -0.01151557 0.85066336 0.21559322 0.00008406 0.13891839 -0.01151557 -0.50369622 0.66313197 0.01601512 -0.07443320 0.15100741 0.85066336 0.66313197 47.92311873 -0.68080168 -5.77074761 5.81811235 0.21559322 0.01601512 -0.68080168 -0.08139004 0.12404645 -0.06867377 0.00008406 -0.07443320 -5.77074761 0.12404645 0.66882850 -0.69195715 0.13891839 0.15100741 5.81811235 -0.06867377 -0.69195715 0.55796799 *** 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) = 0.7718568377 Kirchhoff stress -0.12718E+00 0.10367E+00 0.90099E+00 0.10367E+00 -0.32700E-02 -0.91216E+00 0.90099E+00 -0.91216E+00 -0.63883E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.59651132 0.01702291 1.08947085 0.29369625 -0.03771101 0.18868163 0.01702291 -0.50642353 0.87189146 0.03221502 -0.10486051 0.20674700 1.08947085 0.87189146 45.76036994 -0.87300609 -6.39690438 6.47668671 0.29369625 0.03221502 -0.87300609 -0.05216733 0.17008883 -0.09812739 -0.03771101 -0.10486051 -6.39690438 0.17008883 0.90450598 -0.88774723 0.18868163 0.20674700 6.47668671 -0.09812739 -0.88774723 0.77239568 *** 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) = 0.7365775862 Kirchhoff stress -0.19274E+00 0.12628E+00 0.98451E+00 0.12628E+00 -0.41663E-01 -0.10000E+01 0.98451E+00 -0.10000E+01 -0.61248E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.99655552 0.06256211 1.34622342 0.41522328 -0.05928406 0.25726986 0.06256211 -0.51852634 1.08005551 0.04070663 -0.14938621 0.25699550 1.34622342 1.08005551 43.41350105 -1.07087397 -6.90374463 7.01503255 0.41522328 0.04070663 -1.07087397 -0.00609783 0.23473877 -0.14148378 -0.05928406 -0.14938621 -6.90374463 0.23473877 1.15945700 -1.08948047 0.25726986 0.25699550 7.01503255 -0.14148378 -1.08948047 0.98529478 *** 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) = 0.6987285593 Kirchhoff stress -0.26491E+00 0.14637E+00 0.10529E+01 0.14637E+00 -0.83489E-01 -0.10749E+01 0.10529E+01 -0.10749E+01 -0.58438E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.42221391 0.12924198 1.60150218 0.56786991 -0.07565532 0.34588358 0.12924198 -0.53332658 1.28398888 0.04970387 -0.20315779 0.31056120 1.60150218 1.28398888 40.92136288 -1.26070111 -7.29658330 7.44397032 0.56786991 0.04970387 -1.26070111 0.06074556 0.31927283 -0.19386119 -0.07565532 -0.20315779 -7.29658330 0.31927283 1.41390564 -1.28340590 0.34588358 0.31056120 7.44397032 -0.19386119 -1.28340590 1.19295040 *** 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) = 0.6589168578 Kirchhoff stress -0.34124E+00 0.16253E+00 0.11064E+01 0.16253E+00 -0.12809E+00 -0.11368E+01 0.11064E+01 -0.11368E+01 -0.55490E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.78459220 0.21743384 1.83331160 0.72826494 -0.10822823 0.44634300 0.21743384 -0.50732233 1.49665878 0.06118364 -0.26554086 0.39691297 1.83331160 1.49665878 38.33030873 -1.43949299 -7.58836974 7.78020315 0.72826494 0.06118364 -1.43949299 0.14870283 0.41563292 -0.25461526 -0.10822823 -0.26554086 -7.58836974 0.41563292 1.64568251 -1.46648707 0.44634300 0.39691297 7.78020315 -0.25461526 -1.46648707 1.40842796 *** 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) = 0.6177206021 Kirchhoff stress -0.41890E+00 0.17381E+00 0.11455E+01 0.17381E+00 -0.17356E+00 -0.11847E+01 0.11455E+01 -0.11847E+01 -0.52435E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.12256114 0.33215884 2.04060013 0.88184540 -0.15965163 0.54741322 0.33215884 -0.43103183 1.71793638 0.06613837 -0.33875621 0.51636282 2.04060013 1.71793638 35.69847178 -1.61231433 -7.78247294 8.02006204 0.88184540 0.06613837 -1.61231433 0.26282609 0.51268762 -0.32594781 -0.15965163 -0.33875621 -7.78247294 0.51268762 1.85386058 -1.64366628 0.54741322 0.51636282 8.02006204 -0.32594781 -1.64366628 1.63168175 *** 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) = 0.5757001871 Kirchhoff stress -0.49607E+00 0.17966E+00 0.11710E+01 0.17966E+00 -0.21958E+00 -0.12188E+01 0.11710E+01 -0.12188E+01 -0.49314E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.45272562 0.46761472 2.22941806 1.05242219 -0.22942403 0.64446511 0.46761472 -0.37609704 1.91146222 0.09013053 -0.40608434 0.61439962 2.22941806 1.91146222 33.07517659 -1.76672850 -7.86662771 8.13708865 1.05242219 0.09013053 -1.76672850 0.39705188 0.60577074 -0.39109554 -0.22942403 -0.40608434 -7.86662771 0.60577074 2.04441754 -1.80225774 0.64446511 0.61439962 8.13708865 -0.39109554 -1.80225774 1.82616332 *** 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) = 0.5333278825 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 -0.46176E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.74530480 0.62287008 2.39979433 1.25768757 -0.32214729 0.74113539 0.62287008 -0.30962694 2.07967972 0.15001857 -0.46319957 0.70185992 2.39979433 2.07967972 30.50936877 -1.89602756 -7.84524288 8.14336343 1.25768757 0.15001857 -1.89602756 0.55031622 0.69860253 -0.44577345 -0.32214729 -0.46319957 -7.84524288 0.69860253 2.21716616 -1.93532494 0.74113539 0.70185992 8.14336343 -0.44577345 -1.93532494 1.99433355 *** 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) = 0.4909750850 Kirchhoff stress -0.64083E+00 0.17431E+00 0.11869E+01 0.17431E+00 -0.31559E+00 -0.12501E+01 0.11869E+01 -0.12501E+01 -0.43054E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.97273508 0.80428736 2.52893741 1.47849187 -0.45314966 0.84233732 0.80428736 -0.13839763 2.24218218 0.23487551 -0.52094600 0.82334268 2.52893741 2.24218218 28.02467440 -1.99948804 -7.75382053 8.07331792 1.47849187 0.23487551 -1.99948804 0.72915651 0.79630028 -0.50091720 -0.45314966 -0.52094600 -7.75382053 0.79630028 2.34921591 -2.04210112 0.84233732 0.82334268 8.07331792 -0.50091720 -2.04210112 2.15599923 *** 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) = 0.4489475468 Kirchhoff stress -0.70287E+00 0.16289E+00 0.11811E+01 0.16289E+00 -0.36267E+00 -0.12483E+01 0.11811E+01 -0.12483E+01 -0.39967E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.14119612 1.00559897 2.61483190 1.67732262 -0.59902758 0.93402524 1.00559897 0.03360046 2.38244848 0.32448639 -0.58155753 0.94042438 2.61483190 2.38244848 25.63118870 -2.08075053 -7.60965218 7.93339628 1.67732262 0.32448639 -2.08075053 0.92731241 0.88486160 -0.55870773 -0.59902758 -0.58155753 -7.60965218 0.88486160 2.43867324 -2.12632929 0.93402524 0.94042438 7.93339628 -0.55870773 -2.12632929 2.29457724 *** 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) = 0.4074683988 Kirchhoff stress -0.75613E+00 0.14632E+00 0.11675E+01 0.14632E+00 -0.41022E+00 -0.12359E+01 0.11675E+01 -0.12359E+01 -0.36940E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.25664100 1.21739185 2.68673467 1.85017553 -0.71666479 1.00258101 1.21739185 0.12882818 2.49183581 0.41876944 -0.64310610 1.02682143 2.68673467 2.49183581 23.35697023 -2.14959558 -7.40340437 7.72500940 1.85017553 0.41876944 -2.14959558 1.13522490 0.95063021 -0.61711305 -0.71666479 -0.64310610 -7.40340437 0.95063021 2.51481550 -2.19782147 1.00258101 1.02682143 7.72500940 -0.61711305 -2.19782147 2.40129643 *** 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) = 0.3666873955 Kirchhoff stress -0.79984E+00 0.12557E+00 0.11462E+01 0.12557E+00 -0.45927E+00 -0.12141E+01 0.11462E+01 -0.12141E+01 -0.34001E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.28219550 1.43182264 2.74171819 2.00595110 -0.81670213 1.05381410 1.43182264 0.24169754 2.57531513 0.53602680 -0.70384128 1.10775186 2.74171819 2.57531513 21.21904252 -2.20349908 -7.14556669 7.46315949 2.00595110 0.53602680 -2.20349908 1.34510295 0.99951176 -0.67447318 -0.81670213 -0.70384128 -7.14556669 0.99951176 2.57442927 -2.25392084 1.05381410 1.10775186 7.46315949 -0.67447318 -2.25392084 2.48127588 *** 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) = 0.3267113276 Kirchhoff stress -0.83272E+00 0.10176E+00 0.11179E+01 0.10176E+00 -0.50873E+00 -0.11834E+01 0.11179E+01 -0.11834E+01 -0.31168E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.23778194 1.64863705 2.77375396 2.13007347 -0.91160209 1.09322633 1.64863705 0.41558455 2.63452969 0.67632942 -0.76524443 1.18756012 2.77375396 2.63452969 19.23402771 -2.24003717 -6.84870361 7.16499296 2.13007347 0.67632942 -2.24003717 1.55688560 1.03713371 -0.73243382 -0.91160209 -0.76524443 -6.84870361 1.03713371 2.61117744 -2.29211793 1.09322633 1.18756012 7.16499296 -0.73243382 -2.29211793 2.53636628 *** 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) = 0.2876196470 Kirchhoff stress -0.85396E+00 0.76170E-01 0.10836E+01 0.76170E-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) 4.15135585 1.86929258 2.77314802 2.20572771 -1.00884146 1.12396667 1.86929258 0.69288552 2.67378636 0.83150654 -0.82962874 1.26486040 2.77314802 2.67378636 17.39270743 -2.25950339 -6.53892418 6.84906968 2.20572771 0.83150654 -2.25950339 1.77228562 1.06674361 -0.79347542 -1.00884146 -0.82962874 -6.53892418 1.06674361 2.61515058 -2.31268731 1.12396667 1.26486040 6.84906968 -0.79347542 -2.31268731 2.57107775 *** 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) = 0.2494859337 Kirchhoff stress -0.86296E+00 0.49883E-01 0.10446E+01 0.49883E-01 -0.60086E+00 -0.10988E+01 0.10446E+01 -0.10988E+01 -0.25851E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 4.02151105 2.09156333 2.73666385 2.22858243 -1.10955885 1.14874242 2.09156333 1.10285682 2.69885688 0.97765809 -0.90052578 1.35056214 2.73666385 2.69885688 15.66750899 -2.26575301 -6.23882972 6.52269793 2.22858243 0.97765809 -2.26575301 1.98921908 1.09108335 -0.86124413 -1.10955885 -0.90052578 -6.23882972 1.09108335 2.58293137 -2.31951451 1.14874242 1.35056214 6.52269793 -0.86124413 -2.31951451 2.59126504 *** 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) = 0.2123997312 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) 3.84481931 2.30257644 2.67965107 2.20269659 -1.20274285 1.16742153 2.30257644 1.50095987 2.69850698 1.11100384 -0.97246921 1.42508889 2.67965107 2.69850698 14.04408731 -2.25994129 -5.94233115 6.17205853 2.20269659 1.11100384 -2.25994129 2.19455673 1.10993988 -0.93023435 -1.20274285 -0.97246921 -5.94233115 1.10993988 2.52976295 -2.31376857 1.16742153 1.42508889 6.17205853 -0.93023435 -2.31376857 2.58545596 *** 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) = 0.1764211669 Kirchhoff stress -0.84337E+00 -0.17154E-02 0.95547E+00 -0.17154E-02 -0.67059E+00 -0.98844E+00 0.95547E+00 -0.98844E+00 -0.21003E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.62625204 2.48137696 2.61999120 2.13650754 -1.27834301 1.17726619 2.48137696 1.81065851 2.66194820 1.27148850 -1.03180114 1.45305578 2.61999120 2.66194820 12.54297663 -2.23730403 -5.63173475 5.79349535 2.13650754 1.27148850 -2.23730403 2.36696315 1.12043580 -0.98670560 -1.27834301 -1.03180114 -5.63173475 1.12043580 2.47337353 -2.29064149 1.17726619 1.45305578 5.79349535 -0.98670560 -2.29064149 2.54261733 *** 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) = 0.1415474841 Kirchhoff stress -0.81607E+00 -0.24014E-01 0.90648E+00 -0.24014E-01 -0.69832E+00 -0.92763E+00 0.90648E+00 -0.92763E+00 -0.18780E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.37200368 2.61998540 2.55929010 2.03119285 -1.33713850 1.17861480 2.61998540 2.14759414 2.60184640 1.45009957 -1.08048772 1.44552513 2.55929010 2.60184640 11.18446677 -2.19882711 -5.30812288 5.40746799 2.03119285 1.45009957 -2.19882711 2.49850210 1.12287496 -1.03268605 -1.33713850 -1.08048772 -5.30812288 1.12287496 2.41521679 -2.25110965 1.17861480 1.44552513 5.40746799 -1.03268605 -2.25110965 2.47553995 *** 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) = 0.1077692745 Kirchhoff stress -0.77880E+00 -0.42382E-01 0.85516E+00 -0.42382E-01 -0.71977E+00 -0.86501E+00 0.85516E+00 -0.86501E+00 -0.16701E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.12038962 2.71483782 2.49238054 1.89093579 -1.37228482 1.17184158 2.71483782 2.53210294 2.52381903 1.60517813 -1.12491106 1.42203782 2.49238054 2.52381903 9.95028651 -2.14703090 -4.97553793 5.02262355 1.89093579 1.60517813 -2.14703090 2.58571664 1.11760854 -1.07464895 -1.37228482 -1.12491106 -4.97553793 1.11760854 2.34990523 -2.19777654 1.17184158 1.42203782 5.02262355 -1.07464895 -2.19777654 2.38992736 *** 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) = 0.7511759967E-01 Kirchhoff stress -0.73400E+00 -0.56638E-01 0.80187E+00 -0.56638E-01 -0.73400E+00 -0.80187E+00 0.80187E+00 -0.80187E+00 -0.14772E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.87063987 2.75987228 2.41542961 1.72792622 -1.37950645 1.15655858 2.75987228 2.87063987 2.41542961 1.72792622 -1.15655858 1.37950645 2.41542961 2.41542961 8.79654596 -2.07426667 -4.62527373 4.62527373 1.72792622 1.72792622 -2.07426667 2.62234460 1.10414422 -1.10414422 -1.37950645 -1.15655858 -4.62527373 1.10414422 2.27320478 -2.12309659 1.15655858 1.37950645 4.62527373 -1.10414422 -2.12309659 2.27320478 *** 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) = 0.4361739360E-01 Kirchhoff stress -0.68249E+00 -0.66258E-01 0.74801E+00 -0.66258E-01 -0.74142E+00 -0.73975E+00 0.74801E+00 -0.73975E+00 -0.13002E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.51941451 2.75103735 2.31134051 1.53111069 -1.39680493 1.12444111 2.75103735 3.15123671 2.28169671 1.82453721 -1.16768024 1.32510557 2.31134051 2.28169671 7.70637544 -1.97768553 -4.26152184 4.21529478 1.53111069 1.82453721 -1.97768553 2.60412348 1.07405819 -1.11351261 -1.39680493 -1.16768024 -4.26152184 1.07405819 2.16767729 -2.02429390 1.12444111 1.32510557 4.21529478 -1.11351261 -2.02429390 2.13030030 *** 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) = 0.1322727273E-01 Kirchhoff stress -0.62423E+00 -0.70210E-01 0.69565E+00 -0.70210E-01 -0.74189E+00 -0.67956E+00 0.69565E+00 -0.67956E+00 -0.11393E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13072120 2.68772969 2.17857244 1.30652066 -1.41743119 1.07156976 2.68772969 3.40583981 2.13508492 1.89626095 -1.15905754 1.26525505 2.17857244 2.13508492 6.68298131 -1.86158759 -3.89431452 3.80046624 1.30652066 1.89626095 -1.86158759 2.53074400 1.02347896 -1.10358701 -1.41743119 -1.15905754 -3.89431452 1.02347896 2.03205581 -1.90566932 1.07156976 1.26525505 3.80046624 -1.10358701 -1.90566932 1.97380654 *** 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) = -0.1610684027E-01 Kirchhoff stress -0.56218E+00 -0.68178E-01 0.64579E+00 -0.68178E-01 -0.73489E+00 -0.62190E+00 0.64579E+00 -0.62190E+00 -0.99387E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84825522 2.58001400 2.04254589 1.08277733 -1.41391712 1.01060037 2.58001400 3.63946542 1.98806275 1.93267337 -1.14147488 1.19438552 2.04254589 1.98806275 5.76723366 -1.74150102 -3.54776816 3.40414853 1.08277733 1.93267337 -1.74150102 2.41268835 0.96511980 -1.08515520 -1.41391712 -1.14147488 -3.54776816 0.96511980 1.89217551 -1.78271745 1.01060037 1.19438552 3.40414853 -1.08515520 -1.78271745 1.81639868 *** 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) = -0.4436919085E-01 Kirchhoff stress -0.50022E+00 -0.60962E-01 0.59827E+00 -0.60962E-01 -0.71997E+00 -0.56712E+00 0.59827E+00 -0.56712E+00 -0.86296E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64893861 2.44040509 1.91752909 0.87100932 -1.38978675 0.95068789 2.44040509 3.84742638 1.85061638 1.92855462 -1.11864922 1.11577499 1.91752909 1.85061638 4.97415584 -1.62352620 -3.22893794 3.04068232 0.87100932 1.92855462 -1.62352620 2.26250266 0.90806745 -1.06197090 -1.38978675 -1.11864922 -3.22893794 0.90806745 1.76226506 -1.66156093 0.95068789 1.11577499 3.04068232 -1.06197090 -1.66156093 1.66824988 *** 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) = -0.7148354470E-01 Kirchhoff stress -0.43994E+00 -0.49602E-01 0.55294E+00 -0.49602E-01 -0.69720E+00 -0.51544E+00 0.55294E+00 -0.51544E+00 -0.74543E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42104729 2.27777787 1.80305583 0.66559840 -1.35279069 0.89261275 2.27777787 4.00436267 1.72178581 1.88169756 -1.08950340 1.03488522 1.80305583 1.72178581 4.28654805 -1.50632842 -2.93156456 2.70739983 0.66559840 1.88169756 -1.50632842 2.08894836 0.85298882 -1.03299991 -1.35279069 -1.08950340 -2.93156456 0.85298882 1.64166710 -1.54095104 0.89261275 1.03488522 2.70739983 -1.03299991 -1.54095104 1.52856421 *** 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) = -0.9737310793E-01 Kirchhoff stress -0.38113E+00 -0.35052E-01 0.50981E+00 -0.35052E-01 -0.66713E+00 -0.46700E+00 0.50981E+00 -0.46700E+00 -0.64032E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15977695 2.10105551 1.69799170 0.46390963 -1.30821407 0.83610572 2.10105551 4.10558700 1.60095278 1.78990552 -1.05524118 0.95352690 1.69799170 1.60095278 3.69207006 -1.39198317 -2.65547492 2.40301677 0.46390963 1.78990552 -1.39198317 1.90117227 0.79955912 -0.99947979 -1.30821407 -1.05524118 -2.65547492 0.79955912 1.52937232 -1.42305745 0.83610572 0.95352690 2.40301677 -0.99947979 -1.42305745 1.39691057 *** 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) = -0.1219729980 Kirchhoff stress -0.32469E+00 -0.18461E-01 0.46886E+00 -0.18461E-01 -0.63043E+00 -0.42186E+00 0.46886E+00 -0.42186E+00 -0.54667E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98339615 1.92203771 1.60120645 0.28328145 -1.25804311 0.78026726 1.92203771 4.16468461 1.48745391 1.65304699 -1.01662257 0.87218118 1.60120645 1.48745391 3.17919101 -1.28188792 -2.40053906 2.12474828 0.28328145 1.65304699 -1.28188792 1.71154386 0.74687405 -0.96219271 -1.25804311 -1.01662257 -2.40053906 0.74687405 1.42466683 -1.30933248 0.78026726 0.87218118 2.12474828 -0.96219271 -1.30933248 1.27287022 *** 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) = -0.1451971070 Kirchhoff stress -0.27271E+00 -0.12065E-02 0.43010E+00 -0.12065E-02 -0.58757E+00 -0.37996E+00 0.43010E+00 -0.37996E+00 -0.46357E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90249480 1.75146312 1.51253747 0.13368785 -1.20243747 0.72468486 1.75146312 4.21725902 1.38251043 1.48228244 -0.97204971 0.79891832 1.51253747 1.38251043 2.73767605 -1.17592968 -2.16547306 1.87016465 0.13368785 1.48228244 -1.17592968 1.53119385 0.69450155 -0.91954349 -1.20243747 -0.97204971 -2.16547306 0.69450155 1.32762560 -1.19969667 0.72468486 0.79891832 1.87016465 -0.91954349 -1.19969667 1.15799227 *** 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) = -0.1669232714 Kirchhoff stress -0.22632E+00 0.15641E-01 0.39351E+00 0.15641E-01 -0.53829E+00 -0.34092E+00 0.39351E+00 -0.34092E+00 -0.39014E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86298190 1.59098947 1.43245679 0.01295700 -1.14115015 0.66936794 1.59098947 4.27766650 1.29023659 1.29933116 -0.92186372 0.74698970 1.43245679 1.29023659 2.35996845 -1.07440250 -1.94891480 1.63897256 0.01295700 1.29933116 -1.07440250 1.36188137 0.64243388 -0.87184246 -1.14115015 -0.92186372 -1.94891480 0.64243388 1.23881189 -1.09449010 0.66936794 0.74698970 1.63897256 -0.87184246 -1.09449010 1.05669275 *** 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) = -0.1870014039 Kirchhoff stress -0.18582E+00 0.31149E-01 0.35889E+00 0.31149E-01 -0.48303E+00 -0.30414E+00 0.35889E+00 -0.30414E+00 -0.32539E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83836372 1.43608582 1.36201980 -0.07992879 -1.07378898 0.61485214 1.43608582 4.23618587 1.21427688 1.10132951 -0.87762727 0.70530563 1.36201980 1.21427688 2.04398312 -0.98216857 -1.75178005 1.43537152 -0.07992879 1.10132951 -0.98216857 1.19882998 0.59114464 -0.83055565 -1.07378898 -0.87762727 -1.75178005 0.59114464 1.15941687 -0.99871477 0.61485214 0.70530563 1.43537152 -0.83055565 -0.99871477 0.97256841 *** 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) = -0.2052931917 Kirchhoff stress -0.15111E+00 0.43978E-01 0.32563E+00 0.43978E-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) 0.82228992 1.29212596 1.30242109 -0.14539266 -0.99951739 0.56338372 1.29212596 4.03864272 1.15519650 0.88578657 -0.84401790 0.66440056 1.30242109 1.15519650 1.78501955 -0.90059208 -1.57282953 1.25965065 -0.14539266 0.88578657 -0.90059208 1.04713347 0.54277033 -0.80021827 -0.99951739 -0.84401790 -1.57282953 0.54277033 1.09081142 -0.91387098 0.56338372 0.66440056 1.25965065 -0.80021827 -0.91387098 0.90596618 *** 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) = -0.2217094165 Kirchhoff stress -0.12196E+00 0.53401E-01 0.29336E+00 0.53401E-01 -0.36588E+00 -0.23603E+00 0.29336E+00 -0.23603E+00 -0.21806E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82068521 1.16377755 1.25674022 -0.18604234 -0.90966754 0.51088475 1.16377755 3.74049354 1.08928260 0.68554239 -0.80040209 0.60507663 1.25674022 1.08928260 1.57086601 -0.81781237 -1.39598480 1.09014292 -0.18604234 0.68554239 -0.81781237 0.91135017 0.49305203 -0.75999396 -0.90966754 -0.80040209 -1.39598480 0.49305203 1.03614979 -0.82807554 0.51088475 0.60507663 1.09014292 -0.75999396 -0.82807554 0.83297923 *** 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) = -0.2362239602 Kirchhoff stress -0.98654E-01 0.59825E-01 0.26172E+00 0.59825E-01 -0.30971E+00 -0.20547E+00 0.26172E+00 -0.20547E+00 -0.17559E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84154614 1.05842381 1.23177392 -0.20578321 -0.79624985 0.45598506 1.05842381 3.41465297 1.02387343 0.51229429 -0.74275526 0.53671888 1.23177392 1.02387343 1.41670414 -0.73226068 -1.20995125 0.93274296 -0.20578321 0.51229429 -0.73226068 0.79887905 0.44063575 -0.70586814 -0.79624985 -0.74275526 -1.20995125 0.44063575 1.00215445 -0.73969307 0.45598506 0.53671888 0.93274296 -0.70586814 -0.73969307 0.76098884 *** 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) = -0.2488494081 Kirchhoff stress -0.80294E-01 0.63196E-01 0.23093E+00 0.63196E-01 -0.25680E+00 -0.17737E+00 0.23093E+00 -0.17737E+00 -0.13995E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83228602 0.97627772 1.19424638 -0.19349857 -0.70630954 0.41367229 0.97627772 3.10942893 0.98349832 0.35639662 -0.68548376 0.49149240 1.19424638 0.98349832 1.30745860 -0.64300235 -1.04990843 0.81433172 -0.19349857 0.35639662 -0.64300235 0.71005827 0.40072201 -0.65251791 -0.70630954 -0.68548376 -1.04990843 0.40072201 0.95538954 -0.64780038 0.41367229 0.49149240 0.81433172 -0.65251791 -0.64780038 0.71476540 *** 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) = -0.2596477606 Kirchhoff stress -0.64606E-01 0.63033E-01 0.20231E+00 0.63033E-01 -0.20713E+00 -0.15119E+00 0.20231E+00 -0.15119E+00 -0.10872E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80747476 0.91258427 1.13450619 -0.15681288 -0.65030720 0.37837813 0.91258427 2.80803855 0.96121489 0.22104593 -0.62924923 0.45670399 1.13450619 0.96121489 1.20966214 -0.55556331 -0.93048246 0.72007181 -0.15681288 0.22104593 -0.55556331 0.64050850 0.36772718 -0.60051423 -0.65030720 -0.62924923 -0.93048246 0.36772718 0.88658404 -0.55811803 0.37837813 0.45670399 0.72007181 -0.60051423 -0.55811803 0.68753153 *** 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) = -0.2687277216 Kirchhoff stress -0.51432E-01 0.59628E-01 0.17586E+00 0.59628E-01 -0.16166E+00 -0.12672E+00 0.17586E+00 -0.12672E+00 -0.81084E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83192388 0.86803106 1.09364137 -0.11987360 -0.56788299 0.33617912 0.86803106 2.48642906 0.93311611 0.10187815 -0.57373662 0.40687914 1.09364137 0.93311611 1.10885419 -0.48051258 -0.81750082 0.61511788 -0.11987360 0.10187815 -0.48051258 0.59123022 0.32748710 -0.54906842 -0.56788299 -0.57373662 -0.81750082 0.32748710 0.83753105 -0.48145611 0.33617912 0.40687914 0.61511788 -0.54906842 -0.48145611 0.65530074 *** 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) = -0.2761948455 Kirchhoff stress -0.41829E-01 0.53501E-01 0.15026E+00 0.53501E-01 -0.12203E+00 -0.10450E+00 0.15026E+00 -0.10450E+00 -0.58301E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87089155 0.84016030 1.07552056 -0.08014740 -0.45381798 0.29692677 0.84016030 2.14355477 0.88634179 0.00496175 -0.51705915 0.33659555 1.07552056 0.88634179 1.00556388 -0.40658132 -0.69312915 0.49734613 -0.08014740 0.00496175 -0.40658132 0.55942534 0.28974530 -0.49614834 -0.45381798 -0.51705915 -0.69312915 0.28974530 0.81197416 -0.40653525 0.29692677 0.33659555 0.49734613 -0.49614834 -0.40653525 0.60482424 *** 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) = -0.2821778948 Kirchhoff stress -0.35048E-01 0.45307E-01 0.12524E+00 0.45307E-01 -0.89336E-01 -0.85327E-01 0.12524E+00 -0.85327E-01 -0.40904E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85956010 0.82629547 1.05485326 -0.04595987 -0.33824861 0.26346620 0.82629547 1.82987703 0.83762814 -0.05955927 -0.45444243 0.26563627 1.05485326 0.83762814 0.90864289 -0.32760971 -0.57155057 0.39455081 -0.04595987 -0.05955927 -0.32760971 0.54221232 0.25743713 -0.43705846 -0.33824861 -0.45444243 -0.57155057 0.25743713 0.78437161 -0.32706999 0.26346620 0.26563627 0.39455081 -0.43705846 -0.32706999 0.55277326 *** 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) = -0.2868474931 Kirchhoff stress -0.29822E-01 0.36239E-01 0.10128E+00 0.36239E-01 -0.62865E-01 -0.68987E-01 0.10128E+00 -0.68987E-01 -0.27855E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85244903 0.82778530 1.02910056 -0.03321843 -0.22739762 0.22914498 0.82778530 1.62091906 0.80830917 -0.09301813 -0.38704158 0.20918868 1.02910056 0.80830917 0.83525161 -0.25501585 -0.46531444 0.32086201 -0.03321843 -0.09301813 -0.25501585 0.54117543 0.22404969 -0.37298424 -0.22739762 -0.38704158 -0.46531444 0.22404969 0.75236221 -0.25434285 0.22914498 0.20918868 0.32086201 -0.37298424 -0.25434285 0.52081549 *** 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) = -0.2903490646 Kirchhoff stress -0.26403E-01 0.27435E-01 0.78465E-01 0.27435E-01 -0.40951E-01 -0.54757E-01 0.78465E-01 -0.54757E-01 -0.18087E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86466295 0.83748173 1.00426543 -0.02893370 -0.13275777 0.19294630 0.83748173 1.49392649 0.79322614 -0.10522880 -0.31779614 0.15819774 1.00426543 0.79322614 0.78681053 -0.19290262 -0.36865754 0.25773354 -0.02893370 -0.10522880 -0.19290262 0.54888091 0.18865847 -0.30690177 -0.13275777 -0.31779614 -0.36865754 0.18865847 0.72194686 -0.19230246 0.19294630 0.15819774 0.25773354 -0.30690177 -0.19230246 0.50383556 *** 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) = -0.2928083964 Kirchhoff stress -0.23064E-01 0.19284E-01 0.57512E-01 0.19284E-01 -0.23286E-01 -0.42186E-01 0.57512E-01 -0.42186E-01 -0.11034E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76410207 0.83995273 0.97179608 -0.01382271 -0.09784187 0.16082317 0.83995273 1.32640123 0.78873195 -0.10465535 -0.25112971 0.11536518 0.97179608 0.78873195 0.76342537 -0.13650285 -0.27961852 0.19966804 -0.01382271 -0.10465535 -0.13650285 0.54901555 0.15729759 -0.24329020 -0.09784187 -0.25112971 -0.27961852 0.15729759 0.68431519 -0.13604980 0.16082317 0.11536518 0.19966804 -0.24329020 -0.13604980 0.49766759 *** 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) = -0.2944302493 Kirchhoff stress -0.16889E-01 0.11832E-01 0.39592E-01 0.11832E-01 -0.10748E-01 -0.30948E-01 0.39592E-01 -0.30948E-01 -0.60216E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.62377039 0.83431836 0.93210304 0.01071198 -0.09892640 0.13302621 0.83431836 1.11568258 0.79142747 -0.08850595 -0.18915469 0.08327647 0.93210304 0.79142747 0.75566499 -0.08351604 -0.20031274 0.14887177 0.01071198 -0.08850595 -0.08351604 0.54105358 0.13028774 -0.18406856 -0.09892640 -0.18915469 -0.20031274 0.13028774 0.64047940 -0.08321058 0.13302621 0.08327647 0.14887177 -0.18406856 -0.08321058 0.49872388 *** 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) = -0.2954534399 Kirchhoff stress -0.93016E-02 0.55982E-02 0.24556E-01 0.55982E-02 -0.32716E-02 -0.20609E-01 0.24556E-01 -0.20609E-01 -0.26152E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61186291 0.83490197 0.89836237 0.02381526 -0.07620070 0.10017350 0.83490197 0.95154111 0.80110142 -0.05937278 -0.12681713 0.05750684 0.89836237 0.80110142 0.75414220 -0.03901706 -0.12795467 0.10265801 0.02381526 -0.05937278 -0.03901706 0.54036026 0.09826549 -0.12391608 -0.07620070 -0.12681713 -0.12795467 0.09826549 0.60441334 -0.03885508 0.10017350 0.05750684 0.10265801 -0.12391608 -0.03885508 0.50716333 *** 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) = -0.2960267107 Kirchhoff stress -0.32719E-02 0.14513E-02 0.11542E-01 0.14513E-02 0.12298E-03 -0.10523E-01 0.11542E-01 -0.10523E-01 -0.64391E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67663223 0.84000371 0.86954518 0.01858980 -0.03722233 0.05571803 0.84000371 0.84247566 0.81867273 -0.02738333 -0.06264490 0.03122064 0.86954518 0.81867273 0.75452683 -0.00995428 -0.06112717 0.05446677 0.01858980 -0.02738333 -0.00995428 0.54502110 0.05470030 -0.06138671 -0.03722233 -0.06264490 -0.06112717 0.05470030 0.57463727 -0.00990885 0.05571803 0.03122064 0.05446677 -0.06138671 -0.00990885 0.52394992 *** 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) = -0.2962120252 Kirchhoff stress -0.53336E-09 -0.48081E-16 -0.37479E-15 -0.49404E-16 -0.53336E-09 0.37817E-15 -0.38185E-15 0.37593E-15 -0.53336E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75490604 0.84253578 0.84253578 0.00000000 0.00000000 -0.00000000 0.84253578 0.75490604 0.84253578 -0.00000000 0.00000000 -0.00000000 0.84253578 0.84253578 0.75490604 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.54746533 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.54746533 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.54746533 * CB-KIM calculation successfully completed