---------------------------------------------------------------------------- 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 'Si(diamond)' material information Bravais lattice vectors: a1 = 0.00000 1.50000 1.50000 a2 = 1.50000 0.00000 1.50000 a3 = 1.50000 1.50000 0.00000 Basis atoms: Number of basis atoms = 2 spec mass reference shift vector 14 1.00 0.00000 0.00000 0.00000 14 1.00 0.75000 0.75000 0.75000 **reading constitutive information** KIM Model name: Three_Body_Stillinger_Weber_Hauch_Brittle_Si__MO_119167353542_002 Maximum cut-off distance: 3.7711800000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = ACTIVATED Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 1.5000000000000000 1.5000000000000000 1.5000000000000000 0.0000000000000000 1.5000000000000000 1.5000000000000000 1.5000000000000000 0.0000000000000000 Input basis atom positions 0.0000000000000000 0.0000000000000000 0.0000000000000000 0.7500000000000000 0.7500000000000000 0.7500000000000000 Relaxed lattice vectors -0.00000000000000037751 2.71547488920260526868 2.71547488920260571277 2.71547488920260615686 -0.00000000000000020939 2.71547488920260615686 2.71547488920260615686 2.71547488920260571277 -0.00000000000000049801 Relaxed basis atom positions 0.00000000000000000000 0.00000000000000000000 0.00000000000000000000 1.35773744460130263434 1.35773744460130307843 1.35773744460130285638 **deform crystal** Method: relax shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 0.00000000 0.00000000 0.00000000 energy density (per reference volume) = -0.2165668414 Kirchhoff stress -0.46181E-15 0.32481E-16 -0.11044E-15 0.32481E-16 -0.36437E-15 -0.14774E-31 -0.11044E-15 0.14774E-31 -0.13050E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25714480 0.32093165 0.32093165 -0.00000000 0.00000000 -0.00000000 0.32093165 1.25714480 0.32093165 -0.00000000 -0.00000000 -0.00000000 0.32093165 0.32093165 1.25714480 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.73702638 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.73702638 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.73702638 *** step number: 1 *** Deformation gradient in current step 0.99500000 -0.00500000 -0.00500000 0.00500000 1.00500000 0.00500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.00278403 0.00271925 -0.00007459 energy density (per reference volume) = -0.2165293233 Kirchhoff stress -0.46658E-02 -0.38711E-04 -0.28508E-02 -0.38711E-04 0.46920E-02 0.27949E-02 -0.28508E-02 0.27949E-02 -0.90028E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26232508 0.32112943 0.33322072 -0.00267900 0.00373165 -0.00018530 0.32112943 1.25101922 0.30886204 0.00270059 0.00039072 -0.00396018 0.33322072 0.30886204 1.25733831 0.00016470 0.00663914 -0.00642890 -0.00267900 0.00270059 0.00016470 0.73680898 -0.00305121 0.00299954 0.00373165 0.00039072 0.00663914 -0.00305121 0.74039175 0.00003146 -0.00018530 -0.00396018 -0.00642890 0.00299954 0.00003146 0.73356729 *** step number: 2 *** Deformation gradient in current step 0.99000000 -0.01000000 -0.01000000 0.01000000 1.01000000 0.01000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.00564333 0.00538434 -0.00029832 energy density (per reference volume) = -0.2164168827 Kirchhoff stress -0.92925E-02 -0.15466E-03 -0.57475E-02 -0.15466E-03 0.93970E-02 0.55244E-02 -0.57475E-02 0.55244E-02 -0.35961E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26655916 0.32172184 0.34567256 -0.00533991 0.00721198 -0.00016884 0.32172184 1.24395257 0.29706874 0.00542638 0.00098891 -0.00812441 0.34567256 0.29706874 1.25791695 0.00065765 0.01345765 -0.01261811 -0.00533991 0.00542638 0.00065765 0.73615732 -0.00615103 0.00594363 0.00721198 0.00098891 0.01345765 -0.00615103 0.74364525 0.00012524 -0.00016884 -0.00812441 -0.01261811 0.00594363 0.00012524 0.73003278 *** step number: 3 *** Deformation gradient in current step 0.98500000 -0.01500000 -0.01500000 0.01500000 1.01500000 0.01500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.00858832 0.00800602 -0.00067113 energy density (per reference volume) = -0.2162298604 Kirchhoff stress -0.13867E-01 -0.34730E-03 -0.86800E-02 -0.34730E-03 0.14102E-01 0.81795E-02 -0.86800E-02 0.81795E-02 -0.80725E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26984945 0.32270601 0.35823084 -0.00798604 0.01042006 0.00004421 0.32270601 1.23595262 0.28560858 0.00818105 0.00179497 -0.01246658 0.35823084 0.28560858 1.25887505 0.00147533 0.02042334 -0.01853971 -0.00798604 0.00818105 0.00147533 0.73507309 -0.00929706 0.00882769 0.01042006 0.00179497 0.02042334 -0.00929706 0.74676912 0.00027962 0.00004421 -0.01246658 -0.01853971 0.00882769 0.00027962 0.72644124 *** step number: 4 *** Deformation gradient in current step 0.98000000 -0.02000000 -0.02000000 0.02000000 1.02000000 0.02000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.01162929 0.01059518 -0.00119290 energy density (per reference volume) = -0.2159688235 Kirchhoff stress -0.18377E-01 -0.61572E-03 -0.11638E-01 -0.61572E-03 0.18793E-01 0.10751E-01 -0.11638E-01 0.10751E-01 -0.14305E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27220149 0.32407722 0.37083975 -0.01062041 0.01333681 0.00044727 0.32407722 1.22703069 0.27453811 0.01096823 0.00280757 -0.01695906 0.37083975 0.27453811 1.26020318 0.00261192 0.02750283 -0.02416745 -0.01062041 0.01096823 0.00261192 0.73355913 -0.01248741 0.01164622 0.01333681 0.00280757 0.02750283 -0.01248741 0.74974604 0.00049172 0.00044727 -0.01695906 -0.02416745 0.01164622 0.00049172 0.72281099 *** step number: 5 *** Deformation gradient in current step 0.97500000 -0.02500000 -0.02500000 0.02500000 1.02500000 0.02500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.01477644 0.01316287 -0.00186346 energy density (per reference volume) = -0.2156345630 Kirchhoff stress -0.22810E-01 -0.95866E-03 -0.14610E-01 -0.95866E-03 0.23458E-01 0.13232E-01 -0.14610E-01 0.13232E-01 -0.22257E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27362383 0.32582891 0.38344421 -0.01324575 0.01594508 0.00103240 0.32582891 1.21720181 0.26391351 0.01379145 0.00402365 -0.02157291 0.38344421 0.26391351 1.26188820 0.00405929 0.03466168 -0.02947682 -0.01324575 0.01379145 0.00405929 0.73161937 -0.01572064 0.01439276 0.01594508 0.00402365 0.03466168 -0.01572064 0.75255928 0.00075758 0.00103240 -0.02157291 -0.02947682 0.01439276 0.00075758 0.71916009 *** step number: 6 *** Deformation gradient in current step 0.97000000 -0.03000000 -0.03000000 0.03000000 1.03000000 0.03000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.01803990 0.01572029 -0.00268256 energy density (per reference volume) = -0.2152280917 Kirchhoff stress -0.27154E-01 -0.13745E-02 -0.17586E-01 -0.13745E-02 0.28083E-01 0.15614E-01 -0.17586E-01 0.15614E-01 -0.31886E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27412789 0.32795272 0.39599006 -0.01586439 0.01822971 0.00179051 0.32795272 1.20648476 0.25379028 0.01665402 0.00543836 -0.02627794 0.39599006 0.25379028 1.26391326 0.00580704 0.04186452 -0.03444518 -0.01586439 0.01665402 0.00580704 0.72925893 -0.01899564 0.01705981 0.01822971 0.00543836 0.04186452 -0.01899564 0.75519279 0.00107214 0.00179051 -0.02627794 -0.03444518 0.01705981 0.00107214 0.71550622 *** step number: 7 *** Deformation gradient in current step 0.96500000 -0.03500000 -0.03500000 0.03500000 1.03500000 0.03500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.02142969 0.01827885 -0.00364988 energy density (per reference volume) = -0.2147506411 Kirchhoff stress -0.31396E-01 -0.18612E-02 -0.20554E-01 -0.18612E-02 0.32655E-01 0.17890E-01 -0.20554E-01 0.17890E-01 -0.43136E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27372782 0.33043860 0.40842419 -0.01847827 0.02017750 0.00271138 0.33043860 1.19490210 0.24422312 0.01955898 0.00704512 -0.03104298 0.40842419 0.24422312 1.26625788 0.00784253 0.04907519 -0.03905180 -0.01847827 0.01955898 0.00784253 0.72648408 -0.02231153 0.01963878 0.02017750 0.00704512 0.04907519 -0.02231153 0.75763130 0.00142940 0.00271138 -0.03104298 -0.03905180 0.01963878 0.00142940 0.71186654 *** step number: 8 *** Deformation gradient in current step 0.96000000 -0.04000000 -0.04000000 0.04000000 1.04000000 0.04000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.02495577 0.02085016 -0.00476500 energy density (per reference volume) = -0.2142036571 Kirchhoff stress -0.35526E-01 -0.24166E-02 -0.23503E-01 -0.24166E-02 0.37161E-01 0.20053E-01 -0.23503E-01 0.20053E-01 -0.55942E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27244016 0.33327482 0.42069452 -0.02108886 0.02177704 0.00378385 0.33327482 1.18248029 0.23526569 0.02250896 0.00883556 -0.03583604 0.42069452 0.23526569 1.26889776 0.01015090 0.05625661 -0.04327804 -0.02108886 0.02250896 0.01015090 0.72330225 -0.02566756 0.02211993 0.02177704 0.00883556 0.05625661 -0.02566756 0.75986020 0.00182234 0.00378385 -0.03583604 -0.04327804 0.02211993 0.00182234 0.70825749 *** step number: 9 *** Deformation gradient in current step 0.95500000 -0.04500000 -0.04500000 0.04500000 1.04500000 0.04500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.02862799 0.02344606 -0.00602738 energy density (per reference volume) = -0.2135887956 Kirchhoff stress -0.39532E-01 -0.30379E-02 -0.26421E-01 -0.30379E-02 0.41588E-01 0.22098E-01 -0.26421E-01 0.22098E-01 -0.70232E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27027244 0.33644801 0.43273653 -0.02369831 0.02300630 0.00499468 0.33644801 1.16924969 0.22697033 0.02550612 0.01079954 -0.04062449 0.43273653 0.22697033 1.27178837 0.01271378 0.06335594 -0.04710884 -0.02369831 0.02550612 0.01271378 0.71972197 -0.02906428 0.02449224 0.02300630 0.01079954 0.06335594 -0.02906428 0.76185197 0.00224178 0.00499468 -0.04062449 -0.04710884 0.02449224 0.00224178 0.70469452 *** step number: 10 *** Deformation gradient in current step 0.95000000 -0.05000000 -0.05000000 0.05000000 1.05000000 0.05000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.03245613 0.02607865 -0.00743634 energy density (per reference volume) = -0.2129079193 Kirchhoff stress -0.43402E-01 -0.37222E-02 -0.29297E-01 -0.37222E-02 0.45923E-01 0.24020E-01 -0.29297E-01 0.24020E-01 -0.85912E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26710336 0.33994175 0.44432413 -0.02632339 0.02369892 0.00631308 0.33994175 1.15524455 0.21938590 0.02855188 0.01292345 -0.04537556 0.44432413 0.21938590 1.27467884 0.01549189 0.07013801 -0.05055231 -0.02632339 0.02855188 0.01549189 0.71575123 -0.03251904 0.02674152 0.02369892 0.01292345 0.07013801 -0.03251904 0.76341693 0.00265891 0.00631308 -0.04537556 -0.05055231 0.02674152 0.00265891 0.70118994 *** step number: 11 *** Deformation gradient in current step 0.94500000 -0.05500000 -0.05500000 0.05500000 1.05500000 0.05500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.03644988 0.02876033 -0.00899106 energy density (per reference volume) = -0.2121631081 Kirchhoff stress -0.47122E-01 -0.44656E-02 -0.32114E-01 -0.44656E-02 0.50154E-01 0.25815E-01 -0.32114E-01 0.25815E-01 -0.10284E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26236102 0.34373095 0.45464519 -0.02904360 0.02317432 0.00763597 0.34373095 1.14050297 0.21255027 0.03164598 0.01518382 -0.05005745 0.45464519 0.21255027 1.27655300 0.01836225 0.07569777 -0.05371145 -0.02904360 0.03164598 0.01836225 0.71139061 -0.03612092 0.02884260 0.02317432 0.01518382 0.07569777 -0.03612092 0.76377825 0.00296270 0.00763597 -0.05005745 -0.05371145 0.02884260 0.00296270 0.69774379 *** step number: 12 *** Deformation gradient in current step 0.94000000 -0.06000000 -0.06000000 0.06000000 1.06000000 0.06000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.04061882 0.03150383 -0.01069047 energy density (per reference volume) = -0.2113567097 Kirchhoff stress -0.50669E-01 -0.52627E-02 -0.34848E-01 -0.52627E-02 0.54268E-01 0.27480E-01 -0.34848E-01 0.27480E-01 -0.12075E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25498241 0.34777877 0.46218189 -0.03203661 0.02016105 0.00874424 0.34777877 1.12506685 0.20648475 0.03478552 0.01754320 -0.05464076 0.46218189 0.20648475 1.27538705 0.02106302 0.07828452 -0.05685157 -0.03203661 0.03478552 0.02106302 0.70662429 -0.04007527 0.03074851 0.02016105 0.01754320 0.07828452 -0.04007527 0.76145003 0.00290529 0.00874424 -0.05464076 -0.05685157 0.03074851 0.00290529 0.69433099 *** step number: 13 *** Deformation gradient in current step 0.93500000 -0.06500000 -0.06500000 0.06500000 1.06500000 0.06500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.04497241 0.03432243 -0.01253329 energy density (per reference volume) = -0.2104914274 Kirchhoff stress -0.54012E-01 -0.61058E-02 -0.37460E-01 -0.61058E-02 0.58253E-01 0.29018E-01 -0.37460E-01 0.29018E-01 -0.13923E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24416894 0.35205488 0.46562666 -0.03550125 0.01362779 0.00938633 0.35205488 1.10898262 0.20121608 0.03796667 0.01997019 -0.05909662 0.46562666 0.20121608 1.26924295 0.02327940 0.07630164 -0.06030887 -0.03550125 0.03796667 0.02327940 0.70142459 -0.04462230 0.03239465 0.01362779 0.01997019 0.07630164 -0.04462230 0.75514807 0.00218937 0.00938633 -0.05909662 -0.06030887 0.03239465 0.00218937 0.69090497 *** step number: 14 *** Deformation gradient in current step 0.93000000 -0.07000000 -0.07000000 0.07000000 1.07000000 0.07000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.04951998 0.03723028 -0.01451791 energy density (per reference volume) = -0.2095703768 Kirchhoff stress -0.57118E-01 -0.69850E-02 -0.39909E-01 -0.69850E-02 0.62099E-01 0.30434E-01 -0.39909E-01 0.30434E-01 -0.15778E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23033867 0.35657775 0.46519398 -0.03949138 0.00389963 0.00947198 0.35657775 1.09230349 0.19683382 0.04119173 0.02248852 -0.06338875 0.46519398 0.19683382 1.25805232 0.02486199 0.06983405 -0.06423717 -0.03949138 0.04119173 0.02486199 0.69577637 -0.04984700 0.03372638 0.00389963 0.02248852 0.06983405 -0.04984700 0.74509422 0.00068940 0.00947198 -0.06338875 -0.06423717 0.03372638 0.00068940 0.68742930 *** step number: 15 *** Deformation gradient in current step 0.92500000 -0.07500000 -0.07500000 0.07500000 1.07500000 0.07500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.05427067 0.04024291 -0.01664230 energy density (per reference volume) = -0.2085970351 Kirchhoff stress -0.59964E-01 -0.78909E-02 -0.42165E-01 -0.78909E-02 0.65794E-01 0.31732E-01 -0.42165E-01 0.31732E-01 -0.17604E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21535417 0.36145519 0.46311486 -0.04379864 -0.00699817 0.00922235 0.36145519 1.07509347 0.19355320 0.04447901 0.02522730 -0.06746128 0.46311486 0.19355320 1.24452201 0.02600858 0.06132287 -0.06837926 -0.04379864 0.04447901 0.02600858 0.68970611 -0.05553327 0.03473406 -0.00699817 0.02522730 0.06132287 -0.05553327 0.73350530 -0.00136348 0.00922235 -0.06746128 -0.06837926 0.03473406 -0.00136348 0.68392081 *** step number: 16 *** Deformation gradient in current step 0.92000000 -0.08000000 -0.08000000 0.08000000 1.08000000 0.08000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.05923346 0.04337783 -0.01890388 energy density (per reference volume) = -0.2075750696 Kirchhoff stress -0.62551E-01 -0.88169E-02 -0.44223E-01 -0.88169E-02 0.69323E-01 0.32914E-01 -0.44223E-01 0.32914E-01 -0.19389E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20191393 0.36689564 0.46301345 -0.04796817 -0.01596406 0.00917138 0.36689564 1.05743174 0.19174507 0.04787069 0.02843993 -0.07122825 0.46301345 0.19174507 1.23358022 0.02728304 0.05496132 -0.07201705 -0.04796817 0.04787069 0.02728304 0.68329617 -0.06116547 0.03547286 -0.01596406 0.02843993 0.05496132 -0.06116547 0.72396873 -0.00336006 0.00917138 -0.07122825 -0.07201705 0.03547286 -0.00336006 0.68047763 *** step number: 17 *** Deformation gradient in current step 0.91500000 -0.08500000 -0.08500000 0.08500000 1.08500000 0.08500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.06441695 0.04665489 -0.02129940 energy density (per reference volume) = -0.2065081078 Kirchhoff stress -0.64904E-01 -0.97612E-02 -0.46106E-01 -0.97612E-02 0.72672E-01 0.33978E-01 -0.46106E-01 0.33978E-01 -0.21158E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19263439 0.37318348 0.46873878 -0.05142027 -0.01985790 0.01003744 0.37318348 1.03941634 0.19191750 0.05143464 0.03248121 -0.07456954 0.46873878 0.19191750 1.23094352 0.02948212 0.05539592 -0.07410384 -0.05142027 0.05143464 0.02948212 0.67667758 -0.06605728 0.03605813 -0.01985790 0.03248121 0.05539592 -0.06605728 0.72027881 -0.00444547 0.01003744 -0.07456954 -0.07410384 0.03605813 -0.00444547 0.67727949 *** step number: 18 *** Deformation gradient in current step 0.91000000 -0.09000000 -0.09000000 0.09000000 1.09000000 0.09000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.06982943 0.05009657 -0.02382473 energy density (per reference volume) = -0.2053995352 Kirchhoff stress -0.67067E-01 -0.10727E-01 -0.47862E-01 -0.10727E-01 0.75823E-01 0.34915E-01 -0.47862E-01 0.34915E-01 -0.22965E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18933624 0.38063135 0.48332566 -0.05360124 -0.01636271 0.01254861 0.38063135 1.02116564 0.19465987 0.05525964 0.03775507 -0.07733464 0.48332566 0.19465987 1.24165917 0.03343866 0.06649410 -0.07348620 -0.05360124 0.05525964 0.03343866 0.67000766 -0.06952438 0.03664164 -0.01636271 0.03775507 0.06649410 -0.06952438 0.72540553 -0.00371717 0.01254861 -0.07733464 -0.07348620 0.03664164 -0.00371717 0.67456401 *** step number: 19 *** Deformation gradient in current step 0.90500000 -0.09500000 -0.09500000 0.09500000 1.09500000 0.09500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.07547875 0.05372785 -0.02647474 energy density (per reference volume) = -0.2042523791 Kirchhoff stress -0.69093E-01 -0.11723E-01 -0.49548E-01 -0.11723E-01 0.78755E-01 0.35711E-01 -0.49548E-01 0.35711E-01 -0.24881E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19273899 0.38952793 0.50842385 -0.05410125 -0.00440517 0.01729456 0.38952793 1.00281783 0.20057154 0.05944580 0.04465327 -0.07935260 0.50842385 0.20057154 1.26914277 0.03984544 0.09060043 -0.06911895 -0.05410125 0.05944580 0.03984544 0.66344295 -0.07102880 0.03738036 -0.00440517 0.04465327 0.09060043 -0.07102880 0.74093252 -0.00040382 0.01729456 -0.07935260 -0.06911895 0.03738036 -0.00040382 0.67259140 *** step number: 20 *** Deformation gradient in current step 0.90000000 -0.10000000 -0.10000000 0.10000000 1.10000000 0.10000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.08137221 0.05757589 -0.02924307 energy density (per reference volume) = -0.2030693015 Kirchhoff stress -0.71032E-01 -0.12759E-01 -0.51223E-01 -0.12759E-01 0.81442E-01 0.36348E-01 -0.51223E-01 0.36348E-01 -0.26981E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20251423 0.40009564 0.54420507 -0.05271421 0.01583981 0.02463952 0.40009564 0.98452828 0.21019514 0.06409309 0.05350231 -0.08044519 0.54420507 0.21019514 1.31482105 0.04914336 0.12833416 -0.06021662 -0.05271421 0.06409309 0.04914336 0.65711615 -0.07026127 0.03840796 0.01583981 0.05350231 0.12833416 -0.07026127 0.76697173 0.00601942 0.02463952 -0.08044519 -0.06021662 0.03840796 0.00601942 0.67160907 *** step number: 21 *** Deformation gradient in current step 0.89500000 -0.10500000 -0.10500000 0.10500000 1.10500000 0.10500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.08751651 0.06166953 -0.03212201 energy density (per reference volume) = -0.2018526842 Kirchhoff stress -0.72924E-01 -0.13846E-01 -0.52936E-01 -0.13846E-01 0.83861E-01 0.36807E-01 -0.52936E-01 0.36807E-01 -0.29329E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21754716 0.41246484 0.58959491 -0.04944372 0.04320603 0.03469756 0.41246484 0.96646588 0.22396651 0.06929046 0.06452748 -0.08044040 0.58959491 0.22396651 1.37824728 0.06148005 0.17878067 -0.04632725 -0.04944372 0.06929046 0.06148005 0.65112143 -0.06716129 0.03981466 0.04320603 0.06452748 0.17878067 -0.06716129 0.80240063 0.01578580 0.03469756 -0.08044040 -0.04632725 0.03981466 0.01578580 0.67182379 *** step number: 22 *** Deformation gradient in current step 0.89000000 -0.11000000 -0.11000000 0.11000000 1.11000000 0.11000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.09391762 0.06603865 -0.03510233 energy density (per reference volume) = -0.2006047751 Kirchhoff stress -0.74790E-01 -0.14992E-01 -0.54715E-01 -0.14992E-01 0.85983E-01 0.37073E-01 -0.54715E-01 0.37073E-01 -0.31968E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23626383 0.42666490 0.64265344 -0.04447206 0.07589475 0.04735413 0.42666490 0.94880878 0.24218521 0.07510690 0.07783592 -0.07918420 0.64265344 0.24218521 1.45748665 0.07672398 0.23988589 -0.02734006 -0.04447206 0.07510690 0.07672398 0.64550837 -0.06189177 0.04163695 0.07589475 0.07783592 0.23988589 -0.06189177 0.84524553 0.02884768 0.04735413 -0.07918420 -0.02734006 0.04163695 0.02884768 0.67338410 *** step number: 23 *** Deformation gradient in current step 0.88500000 -0.11500000 -0.11500000 0.11500000 1.11500000 0.11500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.10058070 0.07071353 -0.03817307 energy density (per reference volume) = -0.1993278599 Kirchhoff stress -0.76636E-01 -0.16203E-01 -0.56569E-01 -0.16203E-01 0.87785E-01 0.37133E-01 -0.56569E-01 0.37133E-01 -0.34916E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25693016 0.44262885 0.70097194 -0.03811102 0.11182294 0.06231384 0.44262885 0.93174035 0.26500394 0.08158546 0.09341602 -0.07654964 0.70097194 0.26500394 1.54959644 0.09451251 0.30890013 -0.00344862 -0.03811102 0.08158546 0.09451251 0.64028331 -0.05478835 0.04385605 0.11182294 0.09341602 0.30890013 -0.05478835 0.89307908 0.04492181 0.06231384 -0.07654964 -0.00344862 0.04385605 0.04492181 0.67637263 *** step number: 24 *** Deformation gradient in current step 0.88000000 -0.12000000 -0.12000000 0.12000000 1.12000000 0.12000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.10750994 0.07572422 -0.04132139 energy density (per reference volume) = -0.1980244281 Kirchhoff stress -0.78451E-01 -0.17479E-01 -0.58486E-01 -0.17479E-01 0.89239E-01 0.36979E-01 -0.58486E-01 0.36979E-01 -0.38165E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27787914 0.46020690 0.76201058 -0.03074932 0.14890277 0.07915745 0.46020690 0.91544569 0.29243267 0.08873988 0.11114845 -0.07244283 0.76201058 0.29243267 1.65108550 0.11431490 0.38277704 0.02490953 -0.03074932 0.08873988 0.11431490 0.63541548 -0.04630046 0.04640280 0.14890277 0.11114845 0.38277704 -0.04630046 0.94335697 0.06355021 0.07915745 -0.07244283 0.02490953 0.04640280 0.06355021 0.68080630 *** step number: 25 *** Deformation gradient in current step 0.87500000 -0.12500000 -0.12500000 0.12500000 1.12500000 0.12500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.11470841 0.08109988 -0.04453231 energy density (per reference volume) = -0.1966973124 Kirchhoff stress -0.80207E-01 -0.18815E-01 -0.60436E-01 -0.18815E-01 0.90325E-01 0.36613E-01 -0.60436E-01 0.36613E-01 -0.41678E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.29765719 0.47918473 0.82334745 -0.02280545 0.18523472 0.09739690 0.47918473 0.90010892 0.32435248 0.09655364 0.13082425 -0.06680612 0.82334745 0.32435248 1.75829387 0.13549628 0.45848508 0.05712049 -0.02280545 0.09655364 0.13549628 0.63084580 -0.03693535 0.04916653 0.18523472 0.13082425 0.45848508 -0.03693535 0.99366520 0.08416268 0.09739690 -0.06680612 0.05712049 0.04916653 0.08416268 0.68664203 *** step number: 26 *** Deformation gradient in current step 0.87000000 -0.13000000 -0.13000000 0.13000000 1.13000000 0.13000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.12217789 0.08686821 -0.04778850 energy density (per reference volume) = -0.1953497901 Kirchhoff stress -0.81868E-01 -0.20202E-01 -0.62372E-01 -0.20202E-01 0.91023E-01 0.36039E-01 -0.62372E-01 0.36039E-01 -0.45396E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31509962 0.49930297 0.88283866 -0.01469049 0.21922006 0.11652195 0.49930297 0.88591140 0.36053473 0.10498077 0.15216586 -0.05961903 0.88283866 0.36053473 1.86767335 0.15737464 0.53322295 0.09245833 -0.01469049 0.10498077 0.15737464 0.62649641 -0.02721128 0.05200586 0.21922006 0.15216586 0.53322295 -0.02721128 1.04187788 0.10613289 0.11652195 -0.05961903 0.09245833 0.05200586 0.10613289 0.69378564 *** step number: 27 *** Deformation gradient in current step 0.86500000 -0.13500000 -0.13500000 0.13500000 1.13500000 0.13500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.12991861 0.09305480 -0.05107006 energy density (per reference volume) = -0.1939856414 Kirchhoff stress -0.83388E-01 -0.21626E-01 -0.64239E-01 -0.21626E-01 0.91315E-01 0.35272E-01 -0.64239E-01 0.35272E-01 -0.49243E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32935280 0.52027558 0.93870331 -0.00678177 0.24960916 0.13603607 0.52027558 0.87303087 0.40066203 0.11394785 0.17484842 -0.05089724 0.93870331 0.40066203 1.97597376 0.17926705 0.60454951 0.13014049 -0.00678177 0.11394785 0.17926705 0.62227990 -0.01762183 0.05476001 0.24960916 0.17484842 0.60454951 -0.01762183 1.08623982 0.12882401 0.13603607 -0.05089724 0.13014049 0.05476001 0.12882401 0.70210216 *** step number: 28 *** Deformation gradient in current step 0.86000000 -0.14000000 -0.14000000 0.14000000 1.14000000 0.14000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.13792898 0.09968254 -0.05435414 energy density (per reference volume) = -0.1926091666 Kirchhoff stress -0.84720E-01 -0.23067E-01 -0.65975E-01 -0.23067E-01 0.91190E-01 0.34331E-01 -0.65975E-01 0.34331E-01 -0.53126E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33985711 0.54180576 0.98955147 0.00059405 0.27550285 0.15548186 0.54180576 0.86164121 0.44434863 0.12335667 0.19851915 -0.04069038 0.98955147 0.44434863 2.08035013 0.20052432 0.67044559 0.16937206 0.00059405 0.12335667 0.20052432 0.61810721 -0.00861124 0.05725935 0.27550285 0.19851915 0.67044559 -0.00861124 1.12539240 0.15162316 0.15548186 -0.04069038 0.16937206 0.05725935 0.15162316 0.71142640 *** step number: 29 *** Deformation gradient in current step 0.85500000 -0.14500000 -0.14500000 0.14500000 1.14500000 0.14500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.14620654 0.10677142 -0.05761529 energy density (per reference volume) = -0.1912251697 Kirchhoff stress -0.85813E-01 -0.24503E-01 -0.67513E-01 -0.24503E-01 0.90638E-01 0.33242E-01 -0.67513E-01 0.33242E-01 -0.56944E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.34553194 0.56356752 1.03425658 0.00732584 0.29602298 0.17451827 0.56356752 0.85191246 0.49115440 0.13309404 0.22280151 -0.02907546 1.03425658 0.49115440 2.17839155 0.22057844 0.72928095 0.20938845 0.00732584 0.13309404 0.22057844 0.61386223 -0.00049838 0.05932214 0.29602298 0.22280151 0.72928095 -0.00049838 1.15824380 0.17398878 0.17451827 -0.02907546 0.20938845 0.05932214 0.17398878 0.72156785 *** step number: 30 *** Deformation gradient in current step 0.85000000 -0.15000000 -0.15000000 0.15000000 1.15000000 0.15000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.15477898 0.11435167 -0.06083855 energy density (per reference volume) = -0.1898390708 Kirchhoff stress -0.86568E-01 -0.25922E-01 -0.68766E-01 -0.25922E-01 0.89653E-01 0.32018E-01 -0.68766E-01 0.32018E-01 -0.60584E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.33557674 0.58489360 1.07052156 0.01527159 0.30667204 0.19363737 0.58489360 0.84402239 0.54055955 0.14310779 0.24716921 -0.01610231 1.07052156 0.54055955 2.26787697 0.23921679 0.77921971 0.24959017 0.01527159 0.14310779 0.23921679 0.60906154 0.00722008 0.06060987 0.30667204 0.24716921 0.77921971 0.00722008 1.18251594 0.19573424 0.19363737 -0.01610231 0.24959017 0.06060987 0.19573424 0.73225902 *** step number: 31 *** Deformation gradient in current step 0.84500000 -0.15500000 -0.15500000 0.15500000 1.15500000 0.15500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.16382811 0.12251713 -0.06407451 energy density (per reference volume) = -0.1884580926 Kirchhoff stress -0.86654E-01 -0.27357E-01 -0.69524E-01 -0.27357E-01 0.88209E-01 0.30619E-01 -0.69524E-01 0.30619E-01 -0.63880E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28484906 0.60491557 1.09414775 0.02874766 0.29729048 0.21453942 0.60491557 0.83827552 0.59203197 0.15341181 0.27094705 -0.00169667 1.09414775 0.59203197 2.34651269 0.25662082 0.81778614 0.28962234 0.02874766 0.15341181 0.25662082 0.60279287 0.01610204 0.06051836 0.29729048 0.27094705 0.81778614 0.01610204 1.19382119 0.21715685 0.21453942 -0.00169667 0.28962234 0.06051836 0.21715685 0.74310476 *** step number: 32 *** Deformation gradient in current step 0.84000000 -0.16000000 -0.16000000 0.16000000 1.16000000 0.16000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.17372474 0.13143676 -0.06746367 energy density (per reference volume) = -0.1870938071 Kirchhoff stress -0.85500E-01 -0.28882E-01 -0.69452E-01 -0.28882E-01 0.86250E-01 0.28942E-01 -0.69452E-01 0.28942E-01 -0.66618E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19276017 0.62453490 1.10543114 0.04689484 0.26713650 0.23747696 0.62453490 0.83526750 0.64536952 0.16371434 0.29406501 0.01423511 1.10543114 0.64536952 2.41296447 0.27208865 0.84432387 0.32894660 0.04689484 0.16371434 0.27208865 0.59517996 0.02577620 0.05867562 0.26713650 0.29406501 0.84432387 0.02577620 1.19148517 0.23800195 0.23747696 0.01423511 0.32894660 0.05867562 0.23800195 0.75375185 *** step number: 33 *** Deformation gradient in current step 0.83500000 -0.16500000 -0.16500000 0.16500000 1.16500000 0.16500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.18476148 0.14123672 -0.07113620 energy density (per reference volume) = -0.1857627283 Kirchhoff stress -0.82741E-01 -0.30510E-01 -0.68307E-01 -0.30510E-01 0.83710E-01 0.26924E-01 -0.68307E-01 0.26924E-01 -0.68638E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10401714 0.64717678 1.11327996 0.06092267 0.23352012 0.26026000 0.64717678 0.83574459 0.70080211 0.17324048 0.31749676 0.03156266 1.11327996 0.70080211 2.46804894 0.28355267 0.86194152 0.36665370 0.06092267 0.17324048 0.28355267 0.58777197 0.03273998 0.05521493 0.23352012 0.31749676 0.86194152 0.03273998 1.18215652 0.25714502 0.26026000 0.03156266 0.36665370 0.05521493 0.25714502 0.76400427 *** step number: 34 *** Deformation gradient in current step 0.83000000 -0.17000000 -0.17000000 0.17000000 1.17000000 0.17000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.19682391 0.15186846 -0.07507484 energy density (per reference volume) = -0.1844823258 Kirchhoff stress -0.78673E-01 -0.32126E-01 -0.66187E-01 -0.32126E-01 0.80548E-01 0.24649E-01 -0.66187E-01 0.24649E-01 -0.69957E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07314257 0.67681350 1.12980402 0.06187325 0.21846939 0.28086271 0.67681350 0.84020375 0.75863458 0.18106999 0.34266978 0.04983110 1.12980402 0.75863458 2.51439263 0.28896932 0.87576010 0.40193716 0.06187325 0.18106999 0.28896932 0.58205032 0.03329851 0.05044976 0.21846939 0.34266978 0.87576010 0.03329851 1.17485075 0.27371501 0.28086271 0.04983110 0.40193716 0.05044976 0.27371501 0.77377572 *** step number: 35 *** Deformation gradient in current step 0.82500000 -0.17500000 -0.17500000 0.17500000 1.17500000 0.17500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.20935720 0.16311094 -0.07908292 energy density (per reference volume) = -0.1832648914 Kirchhoff stress -0.74193E-01 -0.33526E-01 -0.63509E-01 -0.33526E-01 0.76774E-01 0.22318E-01 -0.63509E-01 0.22318E-01 -0.70776E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12175505 0.71541536 1.16209821 0.04805252 0.23187158 0.29953691 0.71541536 0.84863125 0.81880679 0.18661728 0.37049211 0.06840588 1.16209821 0.81880679 2.55487423 0.28783601 0.88962255 0.43457623 0.04805252 0.18661728 0.28783601 0.57821485 0.02652654 0.04457279 0.23187158 0.37049211 0.88962255 0.02652654 1.17428625 0.28794615 0.29953691 0.06840588 0.43457623 0.04457279 0.28794615 0.78307292 *** step number: 36 *** Deformation gradient in current step 0.82000000 -0.18000000 -0.18000000 0.18000000 1.18000000 0.18000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.22168823 0.17471278 -0.08289524 energy density (per reference volume) = -0.1821143420 Kirchhoff stress -0.70241E-01 -0.34548E-01 -0.60739E-01 -0.34548E-01 0.72421E-01 0.20128E-01 -0.60739E-01 0.20128E-01 -0.71343E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23176967 0.76209446 1.20924898 0.02482670 0.26814622 0.31822681 0.76209446 0.86065211 0.88076482 0.18983487 0.40084163 0.08675739 1.20924898 0.88076482 2.59120506 0.28132513 0.90441246 0.46490930 0.02482670 0.18983487 0.28132513 0.57536507 0.01433064 0.03764567 0.26814622 0.40084163 0.90441246 0.01433064 1.17923326 0.30083770 0.31822681 0.08675739 0.46490930 0.03764567 0.30083770 0.79201147 *** step number: 37 *** Deformation gradient in current step 0.81500000 -0.18500000 -0.18500000 0.18500000 1.18500000 0.18500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.23336587 0.18652493 -0.08631188 energy density (per reference volume) = -0.1810280599 Kirchhoff stress -0.67324E-01 -0.35139E-01 -0.58146E-01 -0.35139E-01 0.67520E-01 0.18169E-01 -0.58146E-01 0.18169E-01 -0.71825E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.36870428 0.81423468 1.26553642 -0.00050111 0.31485577 0.33879319 0.81423468 0.87590504 0.94367963 0.19103710 0.43281442 0.10462950 1.26553642 0.94367963 2.62369660 0.27128707 0.91884896 0.49345404 -0.00050111 0.19103710 0.27128707 0.57240573 -0.00047076 0.02971338 0.31485577 0.43281442 0.91884896 -0.00047076 1.18559076 0.31331734 0.33879319 0.10462950 0.49345404 0.02971338 0.31331734 0.80078130 *** step number: 38 *** Deformation gradient in current step 0.81000000 -0.19000000 -0.19000000 0.19000000 1.19000000 0.19000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.24424775 0.19852131 -0.08924139 energy density (per reference volume) = -0.1800011161 Kirchhoff stress -0.65477E-01 -0.35339E-01 -0.55768E-01 -0.35339E-01 0.62079E-01 0.16427E-01 -0.55768E-01 0.16427E-01 -0.72274E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.50321599 0.86900069 1.32471446 -0.02250081 0.36108334 0.36209116 0.86900069 0.89427701 1.00671171 0.19061026 0.46525829 0.12200273 1.32471446 1.00671171 2.65188841 0.25935347 0.93107356 0.52061689 -0.02250081 0.19061026 0.25935347 0.56863246 -0.01565125 0.02086860 0.36108334 0.46525829 0.93107356 -0.01565125 1.18961289 0.32582659 0.36209116 0.12200273 0.52061689 0.02086860 0.32582659 0.80958247 *** step number: 39 *** Deformation gradient in current step 0.80500000 -0.19500000 -0.19500000 0.19500000 1.19500000 0.19500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.25440810 0.21074821 -0.09167177 energy density (per reference volume) = -0.1790296637 Kirchhoff stress -0.64447E-01 -0.35234E-01 -0.53502E-01 -0.35234E-01 0.56096E-01 0.14824E-01 -0.53502E-01 0.14824E-01 -0.72666E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61775830 0.92409381 1.38205418 -0.03837525 0.40022478 0.38806004 0.92409381 0.91591895 1.06912760 0.18884218 0.49711446 0.13898032 1.38205418 1.06912760 2.67519424 0.24665276 0.93959671 0.54663108 -0.03837525 0.18884218 0.24665276 0.56380202 -0.02992294 0.01125518 0.40022478 0.49711446 0.93959671 -0.02992294 1.18909128 0.33838040 0.38806004 0.13898032 0.54663108 0.01125518 0.33838040 0.81858804 *** step number: 40 *** Deformation gradient in current step 0.80000000 -0.20000000 -0.20000000 0.20000000 1.20000000 0.20000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.26402546 0.22327028 -0.09362982 energy density (per reference volume) = -0.1781125538 Kirchhoff stress -0.63876E-01 -0.34913E-01 -0.51202E-01 -0.34913E-01 0.49570E-01 0.13264E-01 -0.51202E-01 0.13264E-01 -0.72955E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.70455809 0.97784903 1.43455371 -0.04726304 0.42937386 0.41611856 0.97784903 0.94116348 1.13029996 0.18588254 0.52751797 0.15570570 1.43455371 1.13029996 2.69324577 0.23389013 0.94354560 0.57161198 -0.04726304 0.18588254 0.23389013 0.55798830 -0.04270009 0.00105543 0.42937386 0.52751797 0.94354560 -0.04270009 1.18321139 0.35076493 0.41611856 0.15570570 0.57161198 0.00105543 0.35076493 0.82794166 *** step number: 41 *** Deformation gradient in current step 0.79500000 -0.20500000 -0.20500000 0.20500000 1.20500000 0.20500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.27331105 0.23613675 -0.09515539 energy density (per reference volume) = -0.1772516467 Kirchhoff stress -0.63405E-01 -0.34455E-01 -0.48732E-01 -0.34455E-01 0.42512E-01 0.11650E-01 -0.48732E-01 0.11650E-01 -0.73097E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.76191934 1.02908468 1.48051460 -0.04941245 0.44797056 0.44547411 1.02908468 0.97043368 1.18967157 0.18176442 0.55578178 0.17232759 1.48051460 1.18967157 2.70600818 0.22150356 0.94260194 0.59562766 -0.04941245 0.18176442 0.22150356 0.55143608 -0.05379331 -0.00951925 0.44797056 0.55578178 0.94260194 -0.05379331 1.17208057 0.36269067 0.44547411 0.17232759 0.59562766 -0.00951925 0.36269067 0.83777116 *** step number: 42 *** Deformation gradient in current step 0.79000000 -0.21000000 -0.21000000 0.21000000 1.21000000 0.21000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.28247399 0.24936581 -0.09629075 energy density (per reference volume) = -0.1764514489 Kirchhoff stress -0.62718E-01 -0.33924E-01 -0.45990E-01 -0.33924E-01 0.34959E-01 0.98937E-02 -0.45990E-01 0.98937E-02 -0.73066E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79141698 1.07693240 1.51909156 -0.04561750 0.45673264 0.47529249 1.07693240 1.00416639 1.24672344 0.17644112 0.58135375 0.18899299 1.51909156 1.24672344 2.71378658 0.20978449 0.93687065 0.61874970 -0.04561750 0.17644112 0.20978449 0.54446475 -0.06319690 -0.02023481 0.45673264 0.58135375 0.93687065 -0.06319690 1.15633102 0.37387641 0.47529249 0.18899299 0.61874970 -0.02023481 0.37387641 0.84820363 *** step number: 43 *** Deformation gradient in current step 0.78500000 -0.21500000 -0.21500000 0.21500000 1.21500000 0.21500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.29170762 0.26294050 -0.09707910 energy density (per reference volume) = -0.1757184644 Kirchhoff stress -0.61559E-01 -0.33368E-01 -0.42917E-01 -0.33368E-01 0.26973E-01 0.79219E-02 -0.42917E-01 0.79219E-02 -0.72865E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.79619818 1.12071333 1.54996723 -0.03689607 0.45698546 0.50477535 1.12071333 1.04274696 1.30095758 0.16982164 0.60378023 0.20585017 1.54996723 1.30095758 2.71718599 0.19894993 0.92675798 0.64108140 -0.03689607 0.16982164 0.19894993 0.53741292 -0.07096962 -0.03084216 0.45698546 0.60378023 0.92675798 -0.07096962 1.13685557 0.38408621 0.50477535 0.20585017 0.64108140 -0.03084216 0.38408621 0.85937589 *** step number: 44 *** Deformation gradient in current step 0.78000000 -0.22000000 -0.22000000 0.22000000 1.22000000 0.22000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.30118550 0.27681183 -0.09756721 energy density (per reference volume) = -0.1750604595 Kirchhoff stress -0.59735E-01 -0.32826E-01 -0.39497E-01 -0.32826E-01 0.18644E-01 0.56749E-02 -0.39497E-01 0.56749E-02 -0.72518E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.78004118 1.15986293 1.57314244 -0.02431756 0.45027448 0.53318981 1.15986293 1.08645063 1.35189313 0.16180092 0.62268325 0.22305092 1.57314244 1.35189313 2.71704858 0.18917884 0.91287046 0.66276831 -0.02431756 0.16180092 0.18917884 0.53060695 -0.07717704 -0.04108801 0.45027448 0.62268325 0.91287046 -0.07717704 1.11464151 0.39314046 0.53318981 0.22305092 0.66276831 -0.04108801 0.39314046 0.87143878 *** step number: 45 *** Deformation gradient in current step 0.77500000 -0.22500000 -0.22500000 0.22500000 1.22500000 0.22500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.31106125 0.29090639 -0.09780872 energy density (per reference volume) = -0.1744857315 Kirchhoff stress -0.57114E-01 -0.32324E-01 -0.35753E-01 -0.32324E-01 0.10089E-01 0.31101E-02 -0.35753E-01 0.31101E-02 -0.72071E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74685000 1.19389211 1.58880418 -0.00891117 0.43814793 0.55987649 1.19389211 1.13538892 1.39907198 0.15228485 0.63774971 0.24074690 1.58880418 1.39907198 2.71437622 0.18062722 0.89592960 0.68399535 -0.00891117 0.15228485 0.18062722 0.52434272 -0.08186921 -0.05072815 0.43814793 0.63774971 0.89592960 -0.08186921 1.09066517 0.40091378 0.55987649 0.24074690 0.68399535 -0.05072815 0.40091378 0.88455522 *** step number: 46 *** Deformation gradient in current step 0.77000000 -0.23000000 -0.23000000 0.23000000 1.23000000 0.23000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.32146902 0.30513630 -0.09786567 energy density (per reference volume) = -0.1740024364 Kirchhoff stress -0.53619E-01 -0.31884E-01 -0.31737E-01 -0.31884E-01 0.14436E-02 0.20394E-03 -0.31737E-01 0.20394E-03 -0.71583E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.70038463 1.22237226 1.59724030 0.00838387 0.42203799 0.58424869 1.22237226 1.18946217 1.44206923 0.14121025 0.64872947 0.25907780 1.59724030 1.44206923 2.71024311 0.17343185 0.87669751 0.70497389 0.00838387 0.14121025 0.17343185 0.51887502 -0.08507685 -0.05954092 0.42203799 0.64872947 0.87669751 -0.08507685 1.06582415 0.40732664 0.58424869 0.25907780 0.70497389 -0.05954092 0.40732664 0.89889274 *** step number: 47 *** Deformation gradient in current step 0.76500000 -0.23500000 -0.23500000 0.23500000 1.23500000 0.23500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.33252267 0.31940961 -0.09780668 energy density (per reference volume) = -0.1736180062 Kirchhoff stress -0.49225E-01 -0.31523E-01 -0.27523E-01 -0.31523E-01 -0.71408E-02 -0.30472E-02 -0.27523E-01 -0.30472E-02 -0.71118E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64411818 1.24493470 1.59878233 0.02674441 0.40320042 0.60578928 1.24493470 1.24831995 1.48050324 0.12855990 0.65543938 0.27815123 1.59878233 1.48050324 2.70570342 0.16770918 0.85591186 0.72592045 0.02674441 0.12855990 0.16770918 0.51441190 -0.08681621 -0.06733789 0.40320042 0.65543938 0.85591186 -0.08681621 1.04089501 0.41233448 0.60578928 0.27815123 0.72592045 -0.06733789 0.41233448 0.91461090 *** step number: 48 *** Deformation gradient in current step 0.76000000 -0.24000000 -0.24000000 0.24000000 1.24000000 0.24000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.34431244 0.33363901 -0.09770103 energy density (per reference volume) = -0.1733386785 Kirchhoff stress -0.43950E-01 -0.31255E-01 -0.23199E-01 -0.31255E-01 -0.15509E-01 -0.66259E-02 -0.23199E-01 -0.66259E-02 -0.70735E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58116584 1.26127777 1.59376650 0.04547419 0.38268966 0.62404866 1.26127777 1.31133005 1.51404051 0.11437328 0.65777036 0.29801633 1.59376650 1.51404051 2.70169945 0.16355280 0.83423107 0.74702846 0.04547419 0.11437328 0.16355280 0.51111289 -0.08709670 -0.07396947 0.38268966 0.65777036 0.83423107 -0.08709670 1.01651004 0.41591661 0.62404866 0.29801633 0.74702846 -0.07396947 0.41591661 0.93184428 *** step number: 49 *** Deformation gradient in current step 0.75500000 -0.24500000 -0.24500000 0.24500000 1.24500000 0.24500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.35689867 0.34774731 -0.09760947 energy density (per reference volume) = -0.1731691430 Kirchhoff stress -0.37846E-01 -0.31089E-01 -0.18860E-01 -0.31089E-01 -0.23508E-01 -0.10495E-01 -0.18860E-01 -0.10495E-01 -0.70484E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.51425676 1.27117651 1.58250937 0.06400320 0.36135478 0.63864554 1.27117651 1.37755473 1.54239165 0.09875445 0.65569468 0.31863394 1.58250937 1.54239165 2.69897679 0.16103117 0.81219197 0.76843461 0.06400320 0.09875445 0.16103117 0.50908969 -0.08592823 -0.07932492 0.36135478 0.65569468 0.81219197 -0.08592823 0.99314882 0.41806624 0.63864554 0.31863394 0.76843461 -0.07932492 0.41806624 0.95068152 *** step number: 50 *** Deformation gradient in current step 0.75000000 -0.25000000 -0.25000000 0.25000000 1.25000000 0.25000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.37030337 0.36166934 -0.09757395 energy density (per reference volume) = -0.1731123037 Kirchhoff stress -0.30996E-01 -0.31034E-01 -0.14597E-01 -0.31034E-01 -0.30996E-01 -0.14597E-01 -0.14597E-01 -0.14597E-01 -0.70396E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44573172 1.27449180 1.56529763 0.08187911 0.33984711 0.64927102 1.27449180 1.44573172 1.56529763 0.08187911 0.64927102 0.33984711 1.56529763 1.56529763 2.69801420 0.16018596 0.79018295 0.79018295 0.08187911 0.08187911 0.16018596 0.50840806 -0.08332768 -0.08332768 0.33984711 0.64927102 0.79018295 -0.08332768 0.97114154 0.41878267 0.64927102 0.33984711 0.79018295 -0.08332768 0.41878267 0.97114154 *** step number: 51 *** Deformation gradient in current step 0.74500000 -0.25500000 -0.25500000 0.25500000 1.25500000 0.25500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.38450182 0.37535047 -0.09760947 energy density (per reference volume) = -0.1731691430 Kirchhoff stress -0.23508E-01 -0.31089E-01 -0.10495E-01 -0.31089E-01 -0.37846E-01 -0.18860E-01 -0.10495E-01 -0.18860E-01 -0.70484E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.37755473 1.27117651 1.54239165 0.09875445 0.31863394 0.65569468 1.27117651 1.51425676 1.58250937 0.06400320 0.63864554 0.36135478 1.54239165 1.58250937 2.69897679 0.16103117 0.76843461 0.81219197 0.09875445 0.06400320 0.16103117 0.50908969 -0.07932492 -0.08592823 0.31863394 0.63864554 0.76843461 -0.07932492 0.95068152 0.41806624 0.65569468 0.36135478 0.81219197 -0.08592823 0.41806624 0.99314882 *** step number: 52 *** Deformation gradient in current step 0.74000000 -0.26000000 -0.26000000 0.26000000 1.26000000 0.26000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.39941695 0.38874351 -0.09770103 energy density (per reference volume) = -0.1733386785 Kirchhoff stress -0.15509E-01 -0.31255E-01 -0.66259E-02 -0.31255E-01 -0.43950E-01 -0.23199E-01 -0.66259E-02 -0.23199E-01 -0.70735E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31133005 1.26127777 1.51404051 0.11437328 0.29801633 0.65777036 1.26127777 1.58116584 1.59376650 0.04547419 0.62404866 0.38268966 1.51404051 1.59376650 2.70169945 0.16355280 0.74702846 0.83423107 0.11437328 0.04547419 0.16355280 0.51111289 -0.07396947 -0.08709670 0.29801633 0.62404866 0.74702846 -0.07396947 0.93184428 0.41591661 0.65777036 0.38268966 0.83423107 -0.08709670 0.41591661 1.01651004 *** step number: 53 *** Deformation gradient in current step 0.73500000 -0.26500000 -0.26500000 0.26500000 1.26500000 0.26500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.41491898 0.40180592 -0.09780668 energy density (per reference volume) = -0.1736180062 Kirchhoff stress -0.71408E-02 -0.31523E-01 -0.30472E-02 -0.31523E-01 -0.49225E-01 -0.27523E-01 -0.30472E-02 -0.27523E-01 -0.71118E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24831995 1.24493470 1.48050324 0.12855990 0.27815123 0.65543938 1.24493470 1.64411818 1.59878233 0.02674441 0.60578928 0.40320042 1.48050324 1.59878233 2.70570342 0.16770918 0.72592045 0.85591186 0.12855990 0.02674441 0.16770918 0.51441190 -0.06733789 -0.08681621 0.27815123 0.60578928 0.72592045 -0.06733789 0.91461090 0.41233448 0.65543938 0.40320042 0.85591186 -0.08681621 0.41233448 1.04089501 *** step number: 54 *** Deformation gradient in current step 0.73000000 -0.27000000 -0.27000000 0.27000000 1.27000000 0.27000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.43083163 0.41449890 -0.09786567 energy density (per reference volume) = -0.1740024364 Kirchhoff stress 0.14436E-02 -0.31884E-01 0.20394E-03 -0.31884E-01 -0.53619E-01 -0.31737E-01 0.20394E-03 -0.31737E-01 -0.71583E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18946217 1.22237226 1.44206923 0.14121025 0.25907780 0.64872947 1.22237226 1.70038463 1.59724030 0.00838387 0.58424869 0.42203799 1.44206923 1.59724030 2.71024311 0.17343185 0.70497389 0.87669751 0.14121025 0.00838387 0.17343185 0.51887502 -0.05954092 -0.08507685 0.25907780 0.58424869 0.70497389 -0.05954092 0.89889274 0.40732664 0.64872947 0.42203799 0.87669751 -0.08507685 0.40732664 1.06582415 *** step number: 55 *** Deformation gradient in current step 0.72500000 -0.27500000 -0.27500000 0.27500000 1.27500000 0.27500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.44694413 0.42678926 -0.09780872 energy density (per reference volume) = -0.1744857315 Kirchhoff stress 0.10089E-01 -0.32324E-01 0.31101E-02 -0.32324E-01 -0.57114E-01 -0.35753E-01 0.31101E-02 -0.35753E-01 -0.72071E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13538892 1.19389211 1.39907198 0.15228485 0.24074690 0.63774971 1.19389211 1.74685000 1.58880418 -0.00891117 0.55987649 0.43814793 1.39907198 1.58880418 2.71437622 0.18062722 0.68399535 0.89592960 0.15228485 -0.00891117 0.18062722 0.52434272 -0.05072815 -0.08186921 0.24074690 0.55987649 0.68399535 -0.05072815 0.88455522 0.40091378 0.63774971 0.43814793 0.89592960 -0.08186921 0.40091378 1.09066517 *** step number: 56 *** Deformation gradient in current step 0.72000000 -0.28000000 -0.28000000 0.28000000 1.28000000 0.28000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.46302731 0.43865366 -0.09756721 energy density (per reference volume) = -0.1750604595 Kirchhoff stress 0.18644E-01 -0.32826E-01 0.56749E-02 -0.32826E-01 -0.59735E-01 -0.39497E-01 0.56749E-02 -0.39497E-01 -0.72518E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08645064 1.15986293 1.35189313 0.16180091 0.22305091 0.62268325 1.15986293 1.78004116 1.57314243 -0.02431756 0.53318981 0.45027447 1.35189313 1.57314243 2.71704855 0.18917884 0.66276830 0.91287043 0.16180091 -0.02431756 0.18917884 0.53060695 -0.04108801 -0.07717704 0.22305091 0.53318981 0.66276830 -0.04108801 0.87143877 0.39314045 0.62268325 0.45027447 0.91287043 -0.07717704 0.39314045 1.11464150 *** step number: 57 *** Deformation gradient in current step 0.71500000 -0.28500000 -0.28500000 0.28500000 1.28500000 0.28500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.47885133 0.45008421 -0.09707910 energy density (per reference volume) = -0.1757184644 Kirchhoff stress 0.26973E-01 -0.33368E-01 0.79219E-02 -0.33368E-01 -0.61559E-01 -0.42917E-01 0.79219E-02 -0.42917E-01 -0.72865E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04274696 1.12071333 1.30095758 0.16982164 0.20585017 0.60378023 1.12071333 1.79619818 1.54996723 -0.03689607 0.50477535 0.45698546 1.30095758 1.54996723 2.71718599 0.19894993 0.64108140 0.92675798 0.16982164 -0.03689607 0.19894993 0.53741292 -0.03084216 -0.07096962 0.20585017 0.50477535 0.64108140 -0.03084216 0.85937589 0.38408621 0.60378023 0.45698546 0.92675798 -0.07096962 0.38408621 1.13685557 *** step number: 58 *** Deformation gradient in current step 0.71000000 -0.29000000 -0.29000000 0.29000000 1.29000000 0.29000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.49420237 0.46109420 -0.09629075 energy density (per reference volume) = -0.1764514489 Kirchhoff stress 0.34959E-01 -0.33924E-01 0.98937E-02 -0.33924E-01 -0.62718E-01 -0.45990E-01 0.98937E-02 -0.45990E-01 -0.73066E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00416639 1.07693240 1.24672344 0.17644112 0.18899299 0.58135375 1.07693240 1.79141698 1.51909156 -0.04561750 0.47529249 0.45673264 1.24672344 1.51909156 2.71378658 0.20978449 0.61874970 0.93687065 0.17644112 -0.04561750 0.20978449 0.54446475 -0.02023481 -0.06319690 0.18899299 0.47529249 0.61874970 -0.02023481 0.84820363 0.37387641 0.58135375 0.45673264 0.93687065 -0.06319690 0.37387641 1.15633102 *** step number: 59 *** Deformation gradient in current step 0.70500000 -0.29500000 -0.29500000 0.29500000 1.29500000 0.29500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.50889681 0.47172252 -0.09515539 energy density (per reference volume) = -0.1772516467 Kirchhoff stress 0.42512E-01 -0.34455E-01 0.11650E-01 -0.34455E-01 -0.63405E-01 -0.48732E-01 0.11650E-01 -0.48732E-01 -0.73097E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97043368 1.02908468 1.18967157 0.18176442 0.17232759 0.55578178 1.02908468 1.76191934 1.48051460 -0.04941245 0.44547411 0.44797056 1.18967157 1.48051460 2.70600818 0.22150356 0.59562766 0.94260194 0.18176442 -0.04941245 0.22150356 0.55143608 -0.00951925 -0.05379331 0.17232759 0.44547411 0.59562766 -0.00951925 0.83777116 0.36269067 0.55578178 0.44797056 0.94260194 -0.05379331 0.36269067 1.17208057 *** step number: 60 *** Deformation gradient in current step 0.70000000 -0.30000000 -0.30000000 0.30000000 1.30000000 0.30000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.52279094 0.48203576 -0.09362982 energy density (per reference volume) = -0.1781125538 Kirchhoff stress 0.49570E-01 -0.34913E-01 0.13264E-01 -0.34913E-01 -0.63876E-01 -0.51202E-01 0.13264E-01 -0.51202E-01 -0.72955E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94116348 0.97784903 1.13029996 0.18588254 0.15570570 0.52751797 0.97784903 1.70455809 1.43455371 -0.04726304 0.41611856 0.42937386 1.13029996 1.43455371 2.69324577 0.23389013 0.57161198 0.94354560 0.18588254 -0.04726304 0.23389013 0.55798830 0.00105543 -0.04270009 0.15570570 0.41611856 0.57161198 0.00105543 0.82794166 0.35076493 0.52751797 0.42937386 0.94354560 -0.04270009 0.35076493 1.18321139 *** step number: 61 *** Deformation gradient in current step 0.69500000 -0.30500000 -0.30500000 0.30500000 1.30500000 0.30500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.53578634 0.49212645 -0.09167177 energy density (per reference volume) = -0.1790296637 Kirchhoff stress 0.56096E-01 -0.35234E-01 0.14824E-01 -0.35234E-01 -0.64447E-01 -0.53502E-01 0.14824E-01 -0.53502E-01 -0.72666E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91591895 0.92409381 1.06912760 0.18884218 0.13898032 0.49711446 0.92409381 1.61775830 1.38205418 -0.03837525 0.38806004 0.40022478 1.06912760 1.38205418 2.67519424 0.24665276 0.54663108 0.93959671 0.18884218 -0.03837525 0.24665276 0.56380202 0.01125518 -0.02992294 0.13898032 0.38806004 0.54663108 0.01125518 0.81858804 0.33838040 0.49711446 0.40022478 0.93959671 -0.02992294 0.33838040 1.18909128 *** step number: 62 *** Deformation gradient in current step 0.69000000 -0.31000000 -0.31000000 0.31000000 1.31000000 0.31000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.54783133 0.50210489 -0.08924139 energy density (per reference volume) = -0.1800011161 Kirchhoff stress 0.62079E-01 -0.35339E-01 0.16427E-01 -0.35339E-01 -0.65477E-01 -0.55768E-01 0.16427E-01 -0.55768E-01 -0.72274E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89427701 0.86900069 1.00671171 0.19061026 0.12200273 0.46525829 0.86900069 1.50321599 1.32471446 -0.02250081 0.36209116 0.36108334 1.00671171 1.32471446 2.65188841 0.25935347 0.52061689 0.93107356 0.19061026 -0.02250081 0.25935347 0.56863246 0.02086860 -0.01565125 0.12200273 0.36209116 0.52061689 0.02086860 0.80958247 0.32582659 0.46525829 0.36108334 0.93107356 -0.01565125 0.32582659 1.18961289 *** step number: 63 *** Deformation gradient in current step 0.68500000 -0.31500000 -0.31500000 0.31500000 1.31500000 0.31500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.55892020 0.51207926 -0.08631188 energy density (per reference volume) = -0.1810280599 Kirchhoff stress 0.67520E-01 -0.35139E-01 0.18169E-01 -0.35139E-01 -0.67324E-01 -0.58146E-01 0.18169E-01 -0.58146E-01 -0.71825E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87590504 0.81423468 0.94367963 0.19103710 0.10462950 0.43281442 0.81423468 1.36870428 1.26553642 -0.00050111 0.33879319 0.31485577 0.94367963 1.26553642 2.62369660 0.27128707 0.49345404 0.91884896 0.19103710 -0.00050111 0.27128707 0.57240573 0.02971338 -0.00047076 0.10462950 0.33879319 0.49345404 0.02971338 0.80078130 0.31331734 0.43281442 0.31485577 0.91884896 -0.00047076 0.31331734 1.18559076 *** step number: 64 *** Deformation gradient in current step 0.68000000 -0.32000000 -0.32000000 0.32000000 1.32000000 0.32000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.56909129 0.52211584 -0.08289524 energy density (per reference volume) = -0.1821143420 Kirchhoff stress 0.72421E-01 -0.34548E-01 0.20128E-01 -0.34548E-01 -0.70241E-01 -0.60739E-01 0.20128E-01 -0.60739E-01 -0.71343E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86065211 0.76209446 0.88076482 0.18983487 0.08675739 0.40084163 0.76209446 1.23176967 1.20924898 0.02482670 0.31822681 0.26814622 0.88076482 1.20924898 2.59120506 0.28132513 0.46490930 0.90441246 0.18983487 0.02482670 0.28132513 0.57536507 0.03764567 0.01433064 0.08675739 0.31822681 0.46490930 0.03764567 0.79201147 0.30083770 0.40084163 0.26814622 0.90441246 0.01433064 0.30083770 1.17923326 *** step number: 65 *** Deformation gradient in current step 0.67500000 -0.32500000 -0.32500000 0.32500000 1.32500000 0.32500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.57842236 0.53217611 -0.07908292 energy density (per reference volume) = -0.1832648914 Kirchhoff stress 0.76774E-01 -0.33526E-01 0.22318E-01 -0.33526E-01 -0.74193E-01 -0.63509E-01 0.22318E-01 -0.63509E-01 -0.70776E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84863125 0.71541536 0.81880679 0.18661728 0.06840588 0.37049211 0.71541536 1.12175505 1.16209821 0.04805252 0.29953691 0.23187158 0.81880679 1.16209821 2.55487423 0.28783601 0.43457623 0.88962255 0.18661728 0.04805252 0.28783601 0.57821485 0.04457279 0.02652654 0.06840588 0.29953691 0.43457623 0.04457279 0.78307292 0.28794615 0.37049211 0.23187158 0.88962255 0.02652654 0.28794615 1.17428625 *** step number: 66 *** Deformation gradient in current step 0.67000000 -0.33000000 -0.33000000 0.33000000 1.33000000 0.33000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.58701541 0.54205996 -0.07507484 energy density (per reference volume) = -0.1844823258 Kirchhoff stress 0.80548E-01 -0.32126E-01 0.24649E-01 -0.32126E-01 -0.78673E-01 -0.66187E-01 0.24649E-01 -0.66187E-01 -0.69957E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84020375 0.67681350 0.75863458 0.18106999 0.04983110 0.34266978 0.67681350 1.07314257 1.12980402 0.06187325 0.28086271 0.21846939 0.75863458 1.12980402 2.51439263 0.28896932 0.40193716 0.87576010 0.18106999 0.06187325 0.28896932 0.58205032 0.05044976 0.03329851 0.04983110 0.28086271 0.40193716 0.05044976 0.77377572 0.27371501 0.34266978 0.21846939 0.87576010 0.03329851 0.27371501 1.17485075 *** step number: 67 *** Deformation gradient in current step 0.66500000 -0.33500000 -0.33500000 0.33500000 1.33500000 0.33500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.59496248 0.55143772 -0.07113620 energy density (per reference volume) = -0.1857627283 Kirchhoff stress 0.83710E-01 -0.30510E-01 0.26924E-01 -0.30510E-01 -0.82741E-01 -0.68307E-01 0.26924E-01 -0.68307E-01 -0.68638E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83574459 0.64717678 0.70080211 0.17324048 0.03156266 0.31749676 0.64717678 1.10401714 1.11327996 0.06092267 0.26026000 0.23352012 0.70080211 1.11327996 2.46804894 0.28355267 0.36665370 0.86194152 0.17324048 0.06092267 0.28355267 0.58777197 0.05521493 0.03273998 0.03156266 0.26026000 0.36665370 0.05521493 0.76400427 0.25714502 0.31749676 0.23352012 0.86194152 0.03273998 0.25714502 1.18215652 *** step number: 68 *** Deformation gradient in current step 0.66000000 -0.34000000 -0.34000000 0.34000000 1.34000000 0.34000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.60230777 0.56001980 -0.06746367 energy density (per reference volume) = -0.1870938071 Kirchhoff stress 0.86250E-01 -0.28882E-01 0.28942E-01 -0.28882E-01 -0.85500E-01 -0.69452E-01 0.28942E-01 -0.69452E-01 -0.66618E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83526750 0.62453490 0.64536952 0.16371434 0.01423510 0.29406501 0.62453490 1.19276017 1.10543112 0.04689483 0.23747696 0.26713648 0.64536952 1.10543112 2.41296443 0.27208865 0.32894659 0.84432384 0.16371434 0.04689483 0.27208865 0.59517996 0.05867561 0.02577620 0.01423510 0.23747696 0.32894659 0.05867561 0.75375185 0.23800195 0.29406501 0.26713648 0.84432384 0.02577620 0.23800195 1.19148515 *** step number: 69 *** Deformation gradient in current step 0.65500000 -0.34500000 -0.34500000 0.34500000 1.34500000 0.34500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.60904433 0.56773336 -0.06407451 energy density (per reference volume) = -0.1884580926 Kirchhoff stress 0.88209E-01 -0.27357E-01 0.30619E-01 -0.27357E-01 -0.86654E-01 -0.69524E-01 0.30619E-01 -0.69524E-01 -0.63880E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83827552 0.60491557 0.59203197 0.15341180 -0.00169667 0.27094705 0.60491557 1.28484906 1.09414774 0.02874766 0.21453942 0.29729048 0.59203197 1.09414774 2.34651267 0.25662082 0.28962233 0.81778613 0.15341180 0.02874766 0.25662082 0.60279287 0.06051836 0.01610204 -0.00169667 0.21453942 0.28962233 0.06051836 0.74310476 0.21715684 0.27094705 0.29729048 0.81778613 0.01610204 0.21715684 1.19382119 *** step number: 70 *** Deformation gradient in current step 0.65000000 -0.35000000 -0.35000000 0.35000000 1.35000000 0.35000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.61514998 0.57472267 -0.06083855 energy density (per reference volume) = -0.1898390708 Kirchhoff stress 0.89653E-01 -0.25922E-01 0.32018E-01 -0.25922E-01 -0.86568E-01 -0.68766E-01 0.32018E-01 -0.68766E-01 -0.60584E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84402239 0.58489360 0.54055955 0.14310779 -0.01610231 0.24716921 0.58489360 1.33557674 1.07052156 0.01527159 0.19363737 0.30667204 0.54055955 1.07052156 2.26787697 0.23921679 0.24959017 0.77921971 0.14310779 0.01527159 0.23921679 0.60906154 0.06060987 0.00722008 -0.01610231 0.19363737 0.24959017 0.06060987 0.73225902 0.19573424 0.24716921 0.30667204 0.77921971 0.00722008 0.19573424 1.18251594 *** step number: 71 *** Deformation gradient in current step 0.64500000 -0.35500000 -0.35500000 0.35500000 1.35500000 0.35500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.62062250 0.58118738 -0.05761529 energy density (per reference volume) = -0.1912251697 Kirchhoff stress 0.90638E-01 -0.24503E-01 0.33242E-01 -0.24503E-01 -0.85813E-01 -0.67513E-01 0.33242E-01 -0.67513E-01 -0.56944E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85191245 0.56356752 0.49115440 0.13309404 -0.02907547 0.22280151 0.56356752 1.34553195 1.03425658 0.00732584 0.17451826 0.29602298 0.49115440 1.03425658 2.17839156 0.22057844 0.20938844 0.72928095 0.13309404 0.00732584 0.22057844 0.61386223 0.05932214 -0.00049838 -0.02907547 0.17451826 0.20938844 0.05932214 0.72156785 0.17398878 0.22280151 0.29602298 0.72928095 -0.00049838 0.17398878 1.15824380 *** step number: 72 *** Deformation gradient in current step 0.64000000 -0.36000000 -0.36000000 0.36000000 1.36000000 0.36000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.62548646 0.58724003 -0.05435414 energy density (per reference volume) = -0.1926091666 Kirchhoff stress 0.91190E-01 -0.23067E-01 0.34331E-01 -0.23067E-01 -0.84720E-01 -0.65975E-01 0.34331E-01 -0.65975E-01 -0.53126E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86164121 0.54180577 0.44434863 0.12335667 -0.04069039 0.19851915 0.54180577 1.33985711 0.98955147 0.00059405 0.15548185 0.27550284 0.44434863 0.98955147 2.08035012 0.20052432 0.16937205 0.67044558 0.12335667 0.00059405 0.20052432 0.61810721 0.05725935 -0.00861124 -0.04069039 0.15548185 0.16937205 0.05725935 0.71142640 0.15162316 0.19851915 0.27550284 0.67044558 -0.00861124 0.15162316 1.12539239 *** step number: 73 *** Deformation gradient in current step 0.63500000 -0.36500000 -0.36500000 0.36500000 1.36500000 0.36500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.62978085 0.59291705 -0.05107006 energy density (per reference volume) = -0.1939856414 Kirchhoff stress 0.91315E-01 -0.21626E-01 0.35272E-01 -0.21626E-01 -0.83388E-01 -0.64239E-01 0.35272E-01 -0.64239E-01 -0.49243E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87303087 0.52027558 0.40066203 0.11394785 -0.05089724 0.17484842 0.52027558 1.32935280 0.93870331 -0.00678177 0.13603607 0.24960916 0.40066203 0.93870331 1.97597376 0.17926705 0.13014049 0.60454951 0.11394785 -0.00678177 0.17926705 0.62227990 0.05476001 -0.01762183 -0.05089724 0.13603607 0.13014049 0.05476001 0.70210216 0.12882401 0.17484842 0.24960916 0.60454951 -0.01762183 0.12882401 1.08623982 *** step number: 74 *** Deformation gradient in current step 0.63000000 -0.37000000 -0.37000000 0.37000000 1.37000000 0.37000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.63354962 0.59823993 -0.04778851 energy density (per reference volume) = -0.1953497901 Kirchhoff stress 0.91023E-01 -0.20202E-01 0.36039E-01 -0.20202E-01 -0.81868E-01 -0.62372E-01 0.36039E-01 -0.62372E-01 -0.45396E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88591140 0.49930296 0.36053473 0.10498077 -0.05961903 0.15216586 0.49930296 1.31509962 0.88283867 -0.01469049 0.11652195 0.21922008 0.36053473 0.88283867 1.86767337 0.15737464 0.09245833 0.53322297 0.10498077 -0.01469049 0.15737464 0.62649640 0.05200587 -0.02721128 -0.05961903 0.11652195 0.09245833 0.05200587 0.69378564 0.10613289 0.15216586 0.21922008 0.53322297 -0.02721128 0.10613289 1.04187789 *** step number: 75 *** Deformation gradient in current step 0.62500000 -0.37500000 -0.37500000 0.37500000 1.37500000 0.37500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.63683926 0.60323073 -0.04453231 energy density (per reference volume) = -0.1966973124 Kirchhoff stress 0.90325E-01 -0.18815E-01 0.36613E-01 -0.18815E-01 -0.80207E-01 -0.60436E-01 0.36613E-01 -0.60436E-01 -0.41678E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90010892 0.47918473 0.32435248 0.09655364 -0.06680612 0.13082425 0.47918473 1.29765719 0.82334745 -0.02280545 0.09739690 0.18523472 0.32435248 0.82334745 1.75829387 0.13549628 0.05712049 0.45848508 0.09655364 -0.02280545 0.13549628 0.63084580 0.04916653 -0.03693535 -0.06680612 0.09739690 0.05712049 0.04916653 0.68664203 0.08416268 0.13082425 0.18523472 0.45848508 -0.03693535 0.08416268 0.99366520 *** step number: 76 *** Deformation gradient in current step 0.62000000 -0.38000000 -0.38000000 0.38000000 1.38000000 0.38000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.63969806 0.60791234 -0.04132139 energy density (per reference volume) = -0.1980244281 Kirchhoff stress 0.89239E-01 -0.17479E-01 0.36979E-01 -0.17479E-01 -0.78451E-01 -0.58486E-01 0.36979E-01 -0.58486E-01 -0.38165E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91544569 0.46020690 0.29243267 0.08873988 -0.07244283 0.11114845 0.46020690 1.27787914 0.76201058 -0.03074932 0.07915745 0.14890277 0.29243267 0.76201058 1.65108550 0.11431490 0.02490953 0.38277704 0.08873988 -0.03074932 0.11431490 0.63541548 0.04640280 -0.04630046 -0.07244283 0.07915745 0.02490953 0.04640280 0.68080630 0.06355021 0.11114845 0.14890277 0.38277704 -0.04630046 0.06355021 0.94335697 *** step number: 77 *** Deformation gradient in current step 0.61500000 -0.38500000 -0.38500000 0.38500000 1.38500000 0.38500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64217531 0.61230814 -0.03817307 energy density (per reference volume) = -0.1993278599 Kirchhoff stress 0.87785E-01 -0.16203E-01 0.37133E-01 -0.16203E-01 -0.76636E-01 -0.56569E-01 0.37133E-01 -0.56569E-01 -0.34916E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93174035 0.44262885 0.26500394 0.08158546 -0.07654964 0.09341602 0.44262885 1.25693016 0.70097194 -0.03811102 0.06231384 0.11182294 0.26500394 0.70097194 1.54959644 0.09451251 -0.00344862 0.30890013 0.08158546 -0.03811102 0.09451251 0.64028331 0.04385605 -0.05478835 -0.07654964 0.06231384 -0.00344862 0.04385605 0.67637263 0.04492181 0.09341602 0.11182294 0.30890013 -0.05478835 0.04492181 0.89307908 *** step number: 78 *** Deformation gradient in current step 0.61000000 -0.39000000 -0.39000000 0.39000000 1.39000000 0.39000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64432072 0.61644175 -0.03510233 energy density (per reference volume) = -0.2006047751 Kirchhoff stress 0.85983E-01 -0.14992E-01 0.37073E-01 -0.14992E-01 -0.74790E-01 -0.54715E-01 0.37073E-01 -0.54715E-01 -0.31968E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94880878 0.42666490 0.24218521 0.07510690 -0.07918420 0.07783592 0.42666490 1.23626383 0.64265344 -0.04447206 0.04735413 0.07589475 0.24218521 0.64265344 1.45748665 0.07672398 -0.02734006 0.23988589 0.07510690 -0.04447206 0.07672398 0.64550837 0.04163695 -0.06189177 -0.07918420 0.04735413 -0.02734006 0.04163695 0.67338410 0.02884768 0.07783592 0.07589475 0.23988589 -0.06189177 0.02884768 0.84524553 *** step number: 79 *** Deformation gradient in current step 0.60500000 -0.39500000 -0.39500000 0.39500000 1.39500000 0.39500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64618369 0.62033671 -0.03212201 energy density (per reference volume) = -0.2018526842 Kirchhoff stress 0.83861E-01 -0.13846E-01 0.36807E-01 -0.13846E-01 -0.72924E-01 -0.52936E-01 0.36807E-01 -0.52936E-01 -0.29329E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96646588 0.41246484 0.22396651 0.06929046 -0.08044040 0.06452748 0.41246484 1.21754716 0.58959491 -0.04944372 0.03469756 0.04320603 0.22396651 0.58959491 1.37824728 0.06148005 -0.04632725 0.17878067 0.06929046 -0.04944372 0.06148005 0.65112143 0.03981466 -0.06716129 -0.08044040 0.03469756 -0.04632725 0.03981466 0.67182379 0.01578580 0.06452748 0.04320603 0.17878067 -0.06716129 0.01578580 0.80240063 *** step number: 80 *** Deformation gradient in current step 0.60000000 -0.40000000 -0.40000000 0.40000000 1.40000000 0.40000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64781253 0.62401621 -0.02924307 energy density (per reference volume) = -0.2030693015 Kirchhoff stress 0.81442E-01 -0.12759E-01 0.36348E-01 -0.12759E-01 -0.71032E-01 -0.51223E-01 0.36348E-01 -0.51223E-01 -0.26981E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98452828 0.40009564 0.21019514 0.06409309 -0.08044519 0.05350231 0.40009564 1.20251423 0.54420507 -0.05271421 0.02463952 0.01583981 0.21019514 0.54420507 1.31482105 0.04914336 -0.06021662 0.12833416 0.06409309 -0.05271421 0.04914336 0.65711615 0.03840796 -0.07026127 -0.08044519 0.02463952 -0.06021662 0.03840796 0.67160907 0.00601942 0.05350231 0.01583981 0.12833416 -0.07026127 0.00601942 0.76697173 *** step number: 81 *** Deformation gradient in current step 0.59500000 -0.40500000 -0.40500000 0.40500000 1.40500000 0.40500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64925370 0.62750279 -0.02647474 energy density (per reference volume) = -0.2042523791 Kirchhoff stress 0.78755E-01 -0.11723E-01 0.35711E-01 -0.11723E-01 -0.69093E-01 -0.49548E-01 0.35711E-01 -0.49548E-01 -0.24881E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00281783 0.38952793 0.20057154 0.05944580 -0.07935260 0.04465327 0.38952793 1.19273899 0.50842385 -0.05410125 0.01729456 -0.00440517 0.20057154 0.50842385 1.26914277 0.03984544 -0.06911895 0.09060043 0.05944580 -0.05410125 0.03984544 0.66344295 0.03738036 -0.07102880 -0.07935260 0.01729456 -0.06911895 0.03738036 0.67259140 -0.00040382 0.04465327 -0.00440517 0.09060043 -0.07102880 -0.00040382 0.74093252 *** step number: 82 *** Deformation gradient in current step 0.59000000 -0.41000000 -0.41000000 0.41000000 1.41000000 0.41000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65055096 0.63081809 -0.02382473 energy density (per reference volume) = -0.2053995352 Kirchhoff stress 0.75823E-01 -0.10727E-01 0.34915E-01 -0.10727E-01 -0.67067E-01 -0.47862E-01 0.34915E-01 -0.47862E-01 -0.22965E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02116564 0.38063135 0.19465987 0.05525964 -0.07733464 0.03775507 0.38063135 1.18933624 0.48332566 -0.05360124 0.01254861 -0.01636271 0.19465987 0.48332566 1.24165917 0.03343866 -0.07348620 0.06649410 0.05525964 -0.05360124 0.03343866 0.67000766 0.03664164 -0.06952438 -0.07733464 0.01254861 -0.07348620 0.03664164 0.67456401 -0.00371717 0.03775507 -0.01636271 0.06649410 -0.06952438 -0.00371717 0.72540553 *** step number: 83 *** Deformation gradient in current step 0.58500000 -0.41500000 -0.41500000 0.41500000 1.41500000 0.41500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65174456 0.63398250 -0.02129940 energy density (per reference volume) = -0.2065081078 Kirchhoff stress 0.72672E-01 -0.97612E-02 0.33978E-01 -0.97612E-02 -0.64904E-01 -0.46106E-01 0.33978E-01 -0.46106E-01 -0.21158E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03941634 0.37318348 0.19191749 0.05143464 -0.07456954 0.03248121 0.37318348 1.19263439 0.46873878 -0.05142027 0.01003744 -0.01985790 0.19191749 0.46873878 1.23094352 0.02948212 -0.07410384 0.05539592 0.05143464 -0.05142027 0.02948212 0.67667758 0.03605813 -0.06605728 -0.07456954 0.01003744 -0.07410384 0.03605813 0.67727949 -0.00444547 0.03248121 -0.01985790 0.05539592 -0.06605728 -0.00444547 0.72027881 *** step number: 84 *** Deformation gradient in current step 0.58000000 -0.42000000 -0.42000000 0.42000000 1.42000000 0.42000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65287065 0.63701502 -0.01890388 energy density (per reference volume) = -0.2075750696 Kirchhoff stress 0.69323E-01 -0.88169E-02 0.32914E-01 -0.88169E-02 -0.62551E-01 -0.44223E-01 0.32914E-01 -0.44223E-01 -0.19389E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05743174 0.36689564 0.19174507 0.04787069 -0.07122825 0.02843993 0.36689564 1.20191393 0.46301345 -0.04796817 0.00917138 -0.01596406 0.19174507 0.46301345 1.23358022 0.02728304 -0.07201705 0.05496132 0.04787069 -0.04796817 0.02728304 0.68329617 0.03547286 -0.06116547 -0.07122825 0.00917138 -0.07201705 0.03547286 0.68047763 -0.00336006 0.02843993 -0.01596406 0.05496132 -0.06116547 -0.00336006 0.72396873 *** step number: 85 *** Deformation gradient in current step 0.57500000 -0.42500000 -0.42500000 0.42500000 1.42500000 0.42500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65396084 0.63993307 -0.01664229 energy density (per reference volume) = -0.2085970351 Kirchhoff stress 0.65794E-01 -0.78909E-02 0.31732E-01 -0.78909E-02 -0.59964E-01 -0.42165E-01 0.31732E-01 -0.42165E-01 -0.17604E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07509347 0.36145519 0.19355320 0.04447901 -0.06746128 0.02522730 0.36145519 1.21535416 0.46311486 -0.04379864 0.00922236 -0.00699817 0.19355320 0.46311486 1.24452201 0.02600858 -0.06837925 0.06132286 0.04447901 -0.04379864 0.02600858 0.68970611 0.03473406 -0.05553326 -0.06746128 0.00922236 -0.06837925 0.03473406 0.68392081 -0.00136349 0.02522730 -0.00699817 0.06132286 -0.05553326 -0.00136349 0.73350530 *** step number: 86 *** Deformation gradient in current step 0.57000000 -0.43000000 -0.43000000 0.43000000 1.43000000 0.43000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65504225 0.64275255 -0.01451791 energy density (per reference volume) = -0.2095703768 Kirchhoff stress 0.62099E-01 -0.69850E-02 0.30434E-01 -0.69850E-02 -0.57118E-01 -0.39909E-01 0.30434E-01 -0.39909E-01 -0.15778E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09230349 0.35657775 0.19683382 0.04119173 -0.06338875 0.02248852 0.35657775 1.23033867 0.46519398 -0.03949138 0.00947198 0.00389963 0.19683382 0.46519398 1.25805232 0.02486199 -0.06423717 0.06983405 0.04119173 -0.03949138 0.02486199 0.69577637 0.03372638 -0.04984700 -0.06338875 0.00947198 -0.06423717 0.03372638 0.68742930 0.00068940 0.02248852 0.00389963 0.06983405 -0.04984700 0.00068940 0.74509422 *** step number: 87 *** Deformation gradient in current step 0.56500000 -0.43500000 -0.43500000 0.43500000 1.43500000 0.43500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65613793 0.64548795 -0.01253329 energy density (per reference volume) = -0.2104914274 Kirchhoff stress 0.58253E-01 -0.61058E-02 0.29018E-01 -0.61058E-02 -0.54012E-01 -0.37460E-01 0.29018E-01 -0.37460E-01 -0.13923E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10898262 0.35205488 0.20121608 0.03796667 -0.05909662 0.01997019 0.35205488 1.24416894 0.46562666 -0.03550125 0.00938633 0.01362779 0.20121608 0.46562666 1.26924295 0.02327940 -0.06030887 0.07630164 0.03796667 -0.03550125 0.02327940 0.70142459 0.03239465 -0.04462230 -0.05909662 0.00938633 -0.06030887 0.03239465 0.69090497 0.00218937 0.01997019 0.01362779 0.07630164 -0.04462230 0.00218937 0.75514807 *** step number: 88 *** Deformation gradient in current step 0.56000000 -0.44000000 -0.44000000 0.44000000 1.44000000 0.44000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65726762 0.64815264 -0.01069047 energy density (per reference volume) = -0.2113567097 Kirchhoff stress 0.54268E-01 -0.52627E-02 0.27480E-01 -0.52627E-02 -0.50669E-01 -0.34848E-01 0.27480E-01 -0.34848E-01 -0.12075E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12506685 0.34777877 0.20648475 0.03478552 -0.05464076 0.01754320 0.34777877 1.25498242 0.46218189 -0.03203661 0.00874424 0.02016105 0.20648475 0.46218189 1.27538705 0.02106302 -0.05685157 0.07828452 0.03478552 -0.03203661 0.02106302 0.70662429 0.03074851 -0.04007527 -0.05464076 0.00874424 -0.05685157 0.03074851 0.69433099 0.00290529 0.01754320 0.02016105 0.07828452 -0.04007527 0.00290529 0.76145003 *** step number: 89 *** Deformation gradient in current step 0.55500000 -0.44500000 -0.44500000 0.44500000 1.44500000 0.44500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65844870 0.65075915 -0.00899106 energy density (per reference volume) = -0.2121631081 Kirchhoff stress 0.50154E-01 -0.44656E-02 0.25815E-01 -0.44656E-02 -0.47122E-01 -0.32114E-01 0.25815E-01 -0.32114E-01 -0.10284E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14050297 0.34373095 0.21255027 0.03164598 -0.05005745 0.01518382 0.34373095 1.26236102 0.45464519 -0.02904360 0.00763597 0.02317432 0.21255027 0.45464519 1.27655300 0.01836225 -0.05371145 0.07569777 0.03164598 -0.02904360 0.01836225 0.71139061 0.02884260 -0.03612092 -0.05005745 0.00763597 -0.05371145 0.02884260 0.69774379 0.00296270 0.01518382 0.02317432 0.07569777 -0.03612092 0.00296270 0.76377825 *** step number: 90 *** Deformation gradient in current step 0.55000000 -0.45000000 -0.45000000 0.45000000 1.45000000 0.45000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65969698 0.65331950 -0.00743634 energy density (per reference volume) = -0.2129079193 Kirchhoff stress 0.45923E-01 -0.37222E-02 0.24020E-01 -0.37222E-02 -0.43402E-01 -0.29297E-01 0.24020E-01 -0.29297E-01 -0.85912E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15524455 0.33994175 0.21938590 0.02855188 -0.04537556 0.01292345 0.33994175 1.26710336 0.44432413 -0.02632339 0.00631308 0.02369892 0.21938590 0.44432413 1.27467884 0.01549189 -0.05055231 0.07013801 0.02855188 -0.02632339 0.01549189 0.71575123 0.02674152 -0.03251904 -0.04537556 0.00631308 -0.05055231 0.02674152 0.70118994 0.00265890 0.01292345 0.02369892 0.07013801 -0.03251904 0.00265890 0.76341693 *** step number: 91 *** Deformation gradient in current step 0.54500000 -0.45500000 -0.45500000 0.45500000 1.45500000 0.45500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66102732 0.65584539 -0.00602738 energy density (per reference volume) = -0.2135887956 Kirchhoff stress 0.41588E-01 -0.30379E-02 0.22098E-01 -0.30379E-02 -0.39532E-01 -0.26421E-01 0.22098E-01 -0.26421E-01 -0.70232E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16924969 0.33644801 0.22697033 0.02550612 -0.04062449 0.01079954 0.33644801 1.27027244 0.43273653 -0.02369831 0.00499468 0.02300630 0.22697033 0.43273653 1.27178837 0.01271379 -0.04710884 0.06335594 0.02550612 -0.02369831 0.01271379 0.71972197 0.02449224 -0.02906428 -0.04062449 0.00499468 -0.04710884 0.02449224 0.70469452 0.00224178 0.01079954 0.02300630 0.06335594 -0.02906428 0.00224178 0.76185197 *** step number: 92 *** Deformation gradient in current step 0.54000000 -0.46000000 -0.46000000 0.46000000 1.46000000 0.46000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66245386 0.65834826 -0.00476500 energy density (per reference volume) = -0.2142036571 Kirchhoff stress 0.37161E-01 -0.24166E-02 0.20053E-01 -0.24166E-02 -0.35526E-01 -0.23503E-01 0.20053E-01 -0.23503E-01 -0.55942E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18248029 0.33327482 0.23526569 0.02250896 -0.03583604 0.00883556 0.33327482 1.27244016 0.42069452 -0.02108886 0.00378385 0.02177704 0.23526569 0.42069452 1.26889776 0.01015090 -0.04327804 0.05625660 0.02250896 -0.02108886 0.01015090 0.72330225 0.02211993 -0.02566756 -0.03583604 0.00378385 -0.04327804 0.02211993 0.70825749 0.00182234 0.00883556 0.02177704 0.05625660 -0.02566756 0.00182234 0.75986020 *** step number: 93 *** Deformation gradient in current step 0.53500000 -0.46500000 -0.46500000 0.46500000 1.46500000 0.46500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66399023 0.66083939 -0.00364988 energy density (per reference volume) = -0.2147506411 Kirchhoff stress 0.32655E-01 -0.18612E-02 0.17890E-01 -0.18612E-02 -0.31396E-01 -0.20554E-01 0.17890E-01 -0.20554E-01 -0.43136E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19490210 0.33043860 0.24422312 0.01955898 -0.03104298 0.00704512 0.33043860 1.27372782 0.40842419 -0.01847827 0.00271138 0.02017750 0.24422312 0.40842419 1.26625788 0.00784253 -0.03905180 0.04907519 0.01955898 -0.01847827 0.00784253 0.72648408 0.01963878 -0.02231153 -0.03104298 0.00271138 -0.03905180 0.01963878 0.71186654 0.00142940 0.00704512 0.02017750 0.04907519 -0.02231153 0.00142940 0.75763130 *** step number: 94 *** Deformation gradient in current step 0.53000000 -0.47000000 -0.47000000 0.47000000 1.47000000 0.47000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66564952 0.66332991 -0.00268256 energy density (per reference volume) = -0.2152280917 Kirchhoff stress 0.28083E-01 -0.13745E-02 0.15614E-01 -0.13745E-02 -0.27154E-01 -0.17586E-01 0.15614E-01 -0.17586E-01 -0.31886E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20648476 0.32795272 0.25379028 0.01665402 -0.02627794 0.00543836 0.32795272 1.27412789 0.39599006 -0.01586439 0.00179051 0.01822971 0.25379028 0.39599006 1.26391326 0.00580704 -0.03444518 0.04186452 0.01665402 -0.01586439 0.00580704 0.72925893 0.01705981 -0.01899564 -0.02627794 0.00179051 -0.03444518 0.01705981 0.71550622 0.00107214 0.00543836 0.01822971 0.04186452 -0.01899564 0.00107214 0.75519279 *** step number: 95 *** Deformation gradient in current step 0.52500000 -0.47500000 -0.47500000 0.47500000 1.47500000 0.47500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66744438 0.66583080 -0.00186346 energy density (per reference volume) = -0.2156345630 Kirchhoff stress 0.23458E-01 -0.95866E-03 0.13232E-01 -0.95866E-03 -0.22810E-01 -0.14610E-01 0.13232E-01 -0.14610E-01 -0.22257E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21720182 0.32582891 0.26391351 0.01379145 -0.02157290 0.00402365 0.32582891 1.27362383 0.38344421 -0.01324574 0.00103240 0.01594509 0.26391351 0.38344421 1.26188820 0.00405929 -0.02947682 0.03466168 0.01379145 -0.01324574 0.00405929 0.73161937 0.01439276 -0.01572064 -0.02157290 0.00103240 -0.02947682 0.01439276 0.71916009 0.00075758 0.00402365 0.01594509 0.03466168 -0.01572064 0.00075758 0.75255928 *** step number: 96 *** Deformation gradient in current step 0.52000000 -0.48000000 -0.48000000 0.48000000 1.48000000 0.48000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66938704 0.66835294 -0.00119290 energy density (per reference volume) = -0.2159688235 Kirchhoff stress 0.18793E-01 -0.61572E-03 0.10751E-01 -0.61572E-03 -0.18377E-01 -0.11638E-01 0.10751E-01 -0.11638E-01 -0.14305E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22703069 0.32407722 0.27453811 0.01096823 -0.01695906 0.00280757 0.32407722 1.27220149 0.37083975 -0.01062041 0.00044727 0.01333681 0.27453811 0.37083975 1.26020318 0.00261192 -0.02416745 0.02750283 0.01096823 -0.01062041 0.00261192 0.73355913 0.01164622 -0.01248741 -0.01695906 0.00044727 -0.02416745 0.01164622 0.72281099 0.00049172 0.00280757 0.01333681 0.02750283 -0.01248741 0.00049172 0.74974604 *** step number: 97 *** Deformation gradient in current step 0.51500000 -0.48500000 -0.48500000 0.48500000 1.48500000 0.48500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67148942 0.67090712 -0.00067113 energy density (per reference volume) = -0.2162298604 Kirchhoff stress 0.14102E-01 -0.34730E-03 0.81795E-02 -0.34730E-03 -0.13867E-01 -0.86800E-02 0.81795E-02 -0.86800E-02 -0.80725E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23595262 0.32270601 0.28560858 0.00818105 -0.01246658 0.00179497 0.32270601 1.26984945 0.35823084 -0.00798604 0.00004421 0.01042006 0.28560858 0.35823084 1.25887505 0.00147533 -0.01853971 0.02042334 0.00818105 -0.00798604 0.00147533 0.73507309 0.00882769 -0.00929706 -0.01246658 0.00004421 -0.01853971 0.00882769 0.72644124 0.00027962 0.00179497 0.01042006 0.02042334 -0.00929706 0.00027962 0.74676912 *** step number: 98 *** Deformation gradient in current step 0.51000000 -0.49000000 -0.49000000 0.49000000 1.49000000 0.49000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67376304 0.67350404 -0.00029831 energy density (per reference volume) = -0.2164168827 Kirchhoff stress 0.93970E-02 -0.15466E-03 0.55244E-02 -0.15466E-03 -0.92925E-02 -0.57475E-02 0.55244E-02 -0.57475E-02 -0.35961E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24395257 0.32172184 0.29706874 0.00542638 -0.00812441 0.00098891 0.32172184 1.26655916 0.34567256 -0.00533992 -0.00016884 0.00721199 0.29706874 0.34567256 1.25791695 0.00065764 -0.01261811 0.01345766 0.00542638 -0.00533992 0.00065764 0.73615732 0.00594363 -0.00615103 -0.00812441 -0.00016884 -0.01261811 0.00594363 0.73003278 0.00012524 0.00098891 0.00721199 0.01345766 -0.00615103 0.00012524 0.74364525 *** step number: 99 *** Deformation gradient in current step 0.50500000 -0.49500000 -0.49500000 0.49500000 1.49500000 0.49500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67621916 0.67615437 -0.00007458 energy density (per reference volume) = -0.2165293233 Kirchhoff stress 0.46920E-02 -0.38708E-04 0.27949E-02 -0.38708E-04 -0.46658E-02 -0.28508E-02 0.27949E-02 -0.28508E-02 -0.90028E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25101922 0.32112943 0.30886204 0.00270058 -0.00396018 0.00039072 0.32112943 1.26232508 0.33322072 -0.00267901 -0.00018530 0.00373165 0.30886204 0.33322072 1.25733831 0.00016470 -0.00642890 0.00663915 0.00270058 -0.00267901 0.00016470 0.73680898 0.00299954 -0.00305120 -0.00396018 -0.00018530 -0.00642890 0.00299954 0.73356729 0.00003145 0.00039072 0.00373165 0.00663915 -0.00305120 0.00003145 0.74039175 *** step number: 100 *** Deformation gradient in current step 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67886872 0.67886872 -0.00000000 energy density (per reference volume) = -0.2165668414 Kirchhoff stress -0.42304E-15 -0.88960E-10 -0.47915E-09 -0.88960E-10 -0.42251E-15 0.13598E-09 -0.47915E-09 0.13598E-09 -0.46205E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25714480 0.32093165 0.32093165 0.00000000 0.00000000 -0.00000000 0.32093165 1.25714480 0.32093165 0.00000000 0.00000000 -0.00000000 0.32093165 0.32093165 1.25714480 0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.73702638 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.73702638 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.73702638 * CB-KIM calculation successfully completed