=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 1 . 2 . 2 . 961 --- Musculoskeletal Research Laboratory University of Utah http://mrl.sci.utah.edu copyright (c) 2006-2010 - All rights reserved =========================================================================== c2c_c2m_lb FILES USED =========================================================================== Input file : c2c_c2m_lb.feb Plot file : c2c_c2m_lb.plt Log file : c2c_c2m_lb.log CONTROL DATA =========================================================================== Module type ...................................... : 0 eq. 0: solid mechanics eq. 1: poroelastic eq. 2: heat transfer Analysis type .................................. : 0 eq. 0: quasi-static eq. 1: dynamic Plane strain mode .............................. : no Number of materials ............................ : 15 Number of nodes ................................ : 96853 Number of solid elements ....................... : 56433 Number of shell elements ....................... : 25220 Number of truss elements ....................... : 0 Number of timesteps ............................ : 10 Time step size ................................. : 0.1 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0 Number of loadcurves ........................... : 3 Number of displacement boundary conditions ..... : 0 Number of pressure boundary cards .............. : 0 Number of constant traction boundary cards ..... : 0 Number of concentrated nodal forces ............ : 0 Max nr of stiffness reformations ............... : 50 per time steps Max nr of Quasi-Newton iterations .............. : 0 between stiffness matrix reformations Displacement convergence tolerance ............. : 0.01 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0.1 Linesearch convergence tolerance ............... : 0.5 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 100000 OUTPUT DATA =========================================================================== plot level ................................ : must points only shell strains included .................... : No plot file field data: displacement ...................... : displacement velocity .......................... : none acceleration ...................... : contact traction temperature........................ : contact pressure MATERIAL DATA =========================================================================== 1 - rigid body (femur) density ........................................... : : 1.132e-06 E ................................................. : : 1 v ................................................. : : 0 --------------------------------------------------------------------------- 2 - rigid body (tibia) density ........................................... : : 1.132e-06 E ................................................. : : 1 v ................................................. : : 0 --------------------------------------------------------------------------- 3 - Mooney-Rivlin (fcartb) density ........................................... : : 5e-09 k ................................................. : : 20.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 4 - Mooney-Rivlin (fcartm) density ........................................... : : 5e-09 k ................................................. : : 20.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 5 - Mooney-Rivlin (fcartt) density ........................................... : : 5e-09 k ................................................. : : 20.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 6 - Mooney-Rivlin (tcartb) density ........................................... : : 5e-09 k ................................................. : : 20.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 7 - Mooney-Rivlin (tcartm) density ........................................... : : 5e-09 k ................................................. : : 20.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 8 - Mooney-Rivlin (tcartt) density ........................................... : : 5e-09 k ................................................. : : 20.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 9 - Mooney-Rivlin (lat meni) density ........................................... : : 5e-09 k ................................................. : : 245.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 10.103 c2 ................................................ : : 0 --------------------------------------------------------------------------- 10 - Mooney-Rivlin (med meni) density ........................................... : : 5e-09 k ................................................. : : 245.833 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 10.103 c2 ................................................ : : 0 --------------------------------------------------------------------------- 11 - trans iso Mooney-Rivlin (acl) density ........................................... : : 5e-09 k ................................................. : : 73.2 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.0139 c4 ................................................ : : 116.22 c5 ................................................ : : 535.039 lam_max ........................................... : : 1.046 c1 ................................................ : : 1.95 c2 ................................................ : : 0 --------------------------------------------------------------------------- 12 - trans iso Mooney-Rivlin (aclfiber) density ........................................... : : 5e-09 k ................................................. : : 73.2 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.0139 c4 ................................................ : : 116.22 c5 ................................................ : : 535.039 lam_max ........................................... : : 1.046 c1 ................................................ : : 1.95 c2 ................................................ : : 0 --------------------------------------------------------------------------- 13 - trans iso Mooney-Rivlin (pcl) density ........................................... : : 5e-09 k ................................................. : : 122 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.1196 c4 ................................................ : : 87.178 c5 ................................................ : : 431.063 lam_max ........................................... : : 1.035 c1 ................................................ : : 3.25 c2 ................................................ : : 0 --------------------------------------------------------------------------- 14 - trans iso Mooney-Rivlin (mcl) density ........................................... : : 5e-09 k ................................................. : : 397 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.57 c4 ................................................ : : 48 c5 ................................................ : : 467.1 lam_max ........................................... : : 1.063 c1 ................................................ : : 1.44 c2 ................................................ : : 0 --------------------------------------------------------------------------- 15 - trans iso Mooney-Rivlin (lcl) density ........................................... : : 5e-09 k ................................................. : : 397 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.57 c4 ................................................ : : 48 c5 ................................................ : : 467.1 lam_max ........................................... : : 1.063 c1 ................................................ : : 1.44 c2 ................................................ : : 0 LOADCURVE DATA =========================================================================== 1 0 0 1 1 --------------------------------------------------------------------------- 2 0 0 0.1 0.1 0.2 0.1 0.3 0.1 0.4 0.1 0.5 0.1 0.6 0.1 0.7 0.1 0.8 0.1 0.9 0.1 1 0.1 --------------------------------------------------------------------------- 3 0 0 1 -2 CONTACT INTERFACE DATA =========================================================================== contact interface 1: Type : facet-to-facet sliding Penalty factor : 1 Auto-penalty : on Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 1377 --------------------------------------------------------------------------- contact interface 2: Type : facet-to-facet sliding Penalty factor : 1 Auto-penalty : on Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 1572 --------------------------------------------------------------------------- contact interface 3: Type : facet-to-facet sliding Penalty factor : 1 Auto-penalty : on Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 660 --------------------------------------------------------------------------- contact interface 4: Type : facet-to-facet sliding Penalty factor : 1 Auto-penalty : on Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 660 --------------------------------------------------------------------------- contact interface 5: Type : facet-to-facet sliding Penalty factor : 1 Auto-penalty : on Two-pass algorithm : on Augmented Lagrangian : off master segments : 1377 slave segments : 660 --------------------------------------------------------------------------- contact interface 6: Type : facet-to-facet sliding Penalty factor : 1 Auto-penalty : on Two-pass algorithm : on Augmented Lagrangian : off master segments : 1572 slave segments : 660 DISCRETE ELEMENT DATA =========================================================================== Nr of discrete elements : 352 discrete element 1: nodes : 79425, 14588 E : 317.195 discrete element 2: nodes : 79436, 14588 E : 323.517 discrete element 3: nodes : 79447, 14588 E : 329.631 discrete element 4: nodes : 79458, 14588 E : 335.364 discrete element 5: nodes : 79469, 14588 E : 340.654 discrete element 6: nodes : 79480, 14588 E : 345.344 discrete element 7: nodes : 79491, 14588 E : 349.386 discrete element 8: nodes : 79502, 14588 E : 353.712 discrete element 9: nodes : 79513, 14588 E : 330.505 discrete element 10: nodes : 79524, 14588 E : 338.415 discrete element 11: nodes : 79535, 14588 E : 346.159 discrete element 12: nodes : 79546, 14588 E : 353.578 discrete element 13: nodes : 79557, 14588 E : 360.563 discrete element 14: nodes : 79568, 14588 E : 366.916 discrete element 15: nodes : 79579, 14588 E : 372.576 discrete element 16: nodes : 79590, 14588 E : 378.219 discrete element 17: nodes : 79601, 14588 E : 342.097 discrete element 18: nodes : 79612, 14588 E : 351.766 discrete element 19: nodes : 79623, 14588 E : 361.34 discrete element 20: nodes : 79634, 14588 E : 370.626 discrete element 21: nodes : 79645, 14588 E : 379.44 discrete element 22: nodes : 79656, 14588 E : 387.6 discrete element 23: nodes : 79667, 14588 E : 394.863 discrete element 24: nodes : 79678, 14588 E : 401.762 discrete element 25: nodes : 79689, 14588 E : 351.013 discrete element 26: nodes : 79700, 14588 E : 362.561 discrete element 27: nodes : 79711, 14588 E : 374.074 discrete element 28: nodes : 79722, 14588 E : 385.256 discrete element 29: nodes : 79733, 14588 E : 395.924 discrete element 30: nodes : 79744, 14588 E : 405.73 discrete element 31: nodes : 79755, 14588 E : 414.369 discrete element 32: nodes : 79766, 14588 E : 421.961 discrete element 33: nodes : 79777, 14588 E : 356.54 discrete element 34: nodes : 79788, 14588 E : 369.852 discrete element 35: nodes : 79799, 14588 E : 383.079 discrete element 36: nodes : 79810, 14588 E : 395.978 discrete element 37: nodes : 79821, 14588 E : 408.181 discrete element 38: nodes : 79832, 14588 E : 419.236 discrete element 39: nodes : 79843, 14588 E : 428.703 discrete element 40: nodes : 79854, 14588 E : 436.226 discrete element 41: nodes : 79865, 14588 E : 358.12 discrete element 42: nodes : 79876, 14588 E : 372.8 discrete element 43: nodes : 79887, 14588 E : 387.386 discrete element 44: nodes : 79898, 14588 E : 401.435 discrete element 45: nodes : 79909, 14588 E : 414.575 discrete element 46: nodes : 79920, 14588 E : 426.169 discrete element 47: nodes : 79931, 14588 E : 435.576 discrete element 48: nodes : 79942, 14588 E : 442.143 discrete element 49: nodes : 79953, 14588 E : 355.557 discrete element 50: nodes : 79964, 14588 E : 370.99 discrete element 51: nodes : 79975, 14588 E : 386.195 discrete element 52: nodes : 79986, 14588 E : 400.709 discrete element 53: nodes : 79997, 14588 E : 413.915 discrete element 54: nodes : 80008, 14588 E : 425.158 discrete element 55: nodes : 80019, 14588 E : 433.627 discrete element 56: nodes : 80030, 14588 E : 438.49 discrete element 57: nodes : 80041, 14588 E : 349.064 discrete element 58: nodes : 80052, 14588 E : 364.501 discrete element 59: nodes : 80063, 14588 E : 379.567 discrete element 60: nodes : 80074, 14588 E : 393.606 discrete element 61: nodes : 80085, 14588 E : 406.043 discrete element 62: nodes : 80096, 14588 E : 416.042 discrete element 63: nodes : 80107, 14588 E : 422.901 discrete element 64: nodes : 80118, 14588 E : 425.707 discrete element 65: nodes : 80129, 14588 E : 339.213 discrete element 66: nodes : 80140, 14588 E : 354.035 discrete element 67: nodes : 80151, 14588 E : 368.184 discrete element 68: nodes : 80162, 14588 E : 381.084 discrete element 69: nodes : 80173, 14588 E : 392.045 discrete element 70: nodes : 80184, 14588 E : 400.332 discrete element 71: nodes : 80195, 14588 E : 405.268 discrete element 72: nodes : 80206, 14588 E : 406.144 discrete element 73: nodes : 80217, 14588 E : 326.853 discrete element 74: nodes : 80228, 14588 E : 340.543 discrete element 75: nodes : 80239, 14588 E : 353.338 discrete element 76: nodes : 80250, 14588 E : 364.665 discrete element 77: nodes : 80261, 14588 E : 373.873 discrete element 78: nodes : 80272, 14588 E : 380.245 discrete element 79: nodes : 80283, 14588 E : 383.322 discrete element 80: nodes : 80294, 14588 E : 382.657 discrete element 81: nodes : 80305, 14588 E : 312.823 discrete element 82: nodes : 80316, 14588 E : 325.162 discrete element 83: nodes : 80327, 14588 E : 336.398 discrete element 84: nodes : 80338, 14588 E : 346.031 discrete element 85: nodes : 80349, 14588 E : 353.419 discrete element 86: nodes : 80360, 14588 E : 358.01 discrete element 87: nodes : 80371, 14588 E : 359.512 discrete element 88: nodes : 80382, 14588 E : 357.705 discrete element 89: nodes : 74487, 18877 E : 304.54 discrete element 90: nodes : 74499, 18877 E : 308.013 discrete element 91: nodes : 74511, 18877 E : 311.126 discrete element 92: nodes : 74523, 18877 E : 313.736 discrete element 93: nodes : 74535, 18877 E : 315.774 discrete element 94: nodes : 74547, 18877 E : 317.296 discrete element 95: nodes : 74559, 18877 E : 318.168 discrete element 96: nodes : 74571, 18877 E : 318.41 discrete element 97: nodes : 74583, 18877 E : 302.112 discrete element 98: nodes : 74595, 18877 E : 305.714 discrete element 99: nodes : 74607, 18877 E : 308.861 discrete element 100: nodes : 74619, 18877 E : 311.461 discrete element 101: nodes : 74631, 18877 E : 313.368 discrete element 102: nodes : 74643, 18877 E : 314.614 discrete element 103: nodes : 74655, 18877 E : 315.146 discrete element 104: nodes : 74667, 18877 E : 314.774 discrete element 105: nodes : 74679, 18877 E : 296.256 discrete element 106: nodes : 74691, 18877 E : 300.184 discrete element 107: nodes : 74703, 18877 E : 303.402 discrete element 108: nodes : 74715, 18877 E : 305.885 discrete element 109: nodes : 74727, 18877 E : 307.54 discrete element 110: nodes : 74739, 18877 E : 308.331 discrete element 111: nodes : 74751, 18877 E : 308.206 discrete element 112: nodes : 74763, 18877 E : 306.842 discrete element 113: nodes : 74775, 18877 E : 287.59 discrete element 114: nodes : 74787, 18877 E : 291.917 discrete element 115: nodes : 74799, 18877 E : 295.354 discrete element 116: nodes : 74811, 18877 E : 297.758 discrete element 117: nodes : 74823, 18877 E : 299.006 discrete element 118: nodes : 74835, 18877 E : 299.124 discrete element 119: nodes : 74847, 18877 E : 298.111 discrete element 120: nodes : 74859, 18877 E : 295.612 discrete element 121: nodes : 74871, 18877 E : 276.739 discrete element 122: nodes : 74883, 18877 E : 281.659 discrete element 123: nodes : 74895, 18877 E : 285.383 discrete element 124: nodes : 74907, 18877 E : 287.718 discrete element 125: nodes : 74919, 18877 E : 288.539 discrete element 126: nodes : 74931, 18877 E : 287.97 discrete element 127: nodes : 74943, 18877 E : 285.908 discrete element 128: nodes : 74955, 18877 E : 282.175 discrete element 129: nodes : 74967, 18877 E : 264.616 discrete element 130: nodes : 74979, 18877 E : 270.159 discrete element 131: nodes : 74991, 18877 E : 274.271 discrete element 132: nodes : 75003, 18877 E : 276.591 discrete element 133: nodes : 75015, 18877 E : 276.984 discrete element 134: nodes : 75027, 18877 E : 275.604 discrete element 135: nodes : 75039, 18877 E : 272.484 discrete element 136: nodes : 75051, 18877 E : 267.582 discrete element 137: nodes : 75063, 18877 E : 251.819 discrete element 138: nodes : 75075, 18877 E : 258.08 discrete element 139: nodes : 75087, 18877 E : 262.575 discrete element 140: nodes : 75099, 18877 E : 264.939 discrete element 141: nodes : 75111, 18877 E : 265.038 discrete element 142: nodes : 75123, 18877 E : 262.751 discrete element 143: nodes : 75135, 18877 E : 258.658 discrete element 144: nodes : 75147, 18877 E : 252.606 discrete element 145: nodes : 75159, 18877 E : 239.021 discrete element 146: nodes : 75171, 18877 E : 245.955 discrete element 147: nodes : 75183, 18877 E : 250.88 discrete element 148: nodes : 75195, 18877 E : 253.272 discrete element 149: nodes : 75207, 18877 E : 252.929 discrete element 150: nodes : 75219, 18877 E : 249.962 discrete element 151: nodes : 75231, 18877 E : 244.782 discrete element 152: nodes : 75243, 18877 E : 237.796 discrete element 153: nodes : 75255, 18877 E : 226.454 discrete element 154: nodes : 75267, 18877 E : 234.085 discrete element 155: nodes : 75279, 18877 E : 239.352 discrete element 156: nodes : 75291, 18877 E : 241.814 discrete element 157: nodes : 75303, 18877 E : 241.225 discrete element 158: nodes : 75315, 18877 E : 237.741 discrete element 159: nodes : 75327, 18877 E : 231.632 discrete element 160: nodes : 75339, 18877 E : 223.69 discrete element 161: nodes : 75351, 18877 E : 214.519 discrete element 162: nodes : 75363, 18877 E : 222.567 discrete element 163: nodes : 75375, 18877 E : 228.148 discrete element 164: nodes : 75387, 18877 E : 230.698 discrete element 165: nodes : 75399, 18877 E : 229.735 discrete element 166: nodes : 75411, 18877 E : 225.807 discrete element 167: nodes : 75423, 18877 E : 218.986 discrete element 168: nodes : 75435, 18877 E : 210.32 discrete element 169: nodes : 75447, 18877 E : 203.287 discrete element 170: nodes : 75459, 18877 E : 211.684 discrete element 171: nodes : 75471, 18877 E : 217.512 discrete element 172: nodes : 75483, 18877 E : 219.995 discrete element 173: nodes : 75495, 18877 E : 218.913 discrete element 174: nodes : 75507, 18877 E : 214.312 discrete element 175: nodes : 75519, 18877 E : 207.127 discrete element 176: nodes : 75531, 18877 E : 197.996 discrete element 177: nodes : 80383, 14343 E : 269.231 discrete element 178: nodes : 80395, 14343 E : 271.43 discrete element 179: nodes : 80407, 14343 E : 273.467 discrete element 180: nodes : 80419, 14343 E : 275.319 discrete element 181: nodes : 80431, 14343 E : 276.963 discrete element 182: nodes : 80443, 14343 E : 278.397 discrete element 183: nodes : 80455, 14343 E : 279.639 discrete element 184: nodes : 80467, 14343 E : 280.62 discrete element 185: nodes : 80479, 14343 E : 279.581 discrete element 186: nodes : 80491, 14343 E : 282.539 discrete element 187: nodes : 80503, 14343 E : 285.402 discrete element 188: nodes : 80515, 14343 E : 288.081 discrete element 189: nodes : 80527, 14343 E : 290.608 discrete element 190: nodes : 80539, 14343 E : 292.912 discrete element 191: nodes : 80551, 14343 E : 294.999 discrete element 192: nodes : 80563, 14343 E : 296.861 discrete element 193: nodes : 80575, 14343 E : 288.323 discrete element 194: nodes : 80587, 14343 E : 292.24 discrete element 195: nodes : 80599, 14343 E : 296.051 discrete element 196: nodes : 80611, 14343 E : 299.749 discrete element 197: nodes : 80623, 14343 E : 303.268 discrete element 198: nodes : 80635, 14343 E : 306.612 discrete element 199: nodes : 80647, 14343 E : 309.766 discrete element 200: nodes : 80659, 14343 E : 312.701 discrete element 201: nodes : 80671, 14343 E : 294.837 discrete element 202: nodes : 80683, 14343 E : 299.825 discrete element 203: nodes : 80695, 14343 E : 304.738 discrete element 204: nodes : 80707, 14343 E : 309.576 discrete element 205: nodes : 80719, 14343 E : 314.258 discrete element 206: nodes : 80731, 14343 E : 318.781 discrete element 207: nodes : 80743, 14343 E : 323.073 discrete element 208: nodes : 80755, 14343 E : 327.205 discrete element 209: nodes : 80767, 14343 E : 298.493 discrete element 210: nodes : 80779, 14343 E : 304.613 discrete element 211: nodes : 80791, 14343 E : 310.724 discrete element 212: nodes : 80803, 14343 E : 316.799 discrete element 213: nodes : 80815, 14343 E : 322.723 discrete element 214: nodes : 80827, 14343 E : 328.475 discrete element 215: nodes : 80839, 14343 E : 334.029 discrete element 216: nodes : 80851, 14343 E : 339.338 discrete element 217: nodes : 80863, 14343 E : 299.037 discrete element 218: nodes : 80875, 14343 E : 306.291 discrete element 219: nodes : 80887, 14343 E : 313.632 discrete element 220: nodes : 80899, 14343 E : 320.872 discrete element 221: nodes : 80911, 14343 E : 328.017 discrete element 222: nodes : 80923, 14343 E : 335.01 discrete element 223: nodes : 80935, 14343 E : 341.691 discrete element 224: nodes : 80947, 14343 E : 348.099 discrete element 225: nodes : 80959, 14343 E : 296.39 discrete element 226: nodes : 80971, 14343 E : 304.74 discrete element 227: nodes : 80983, 14343 E : 313.173 discrete element 228: nodes : 80995, 14343 E : 321.567 discrete element 229: nodes : 81007, 14343 E : 329.822 discrete element 230: nodes : 81019, 14343 E : 337.802 discrete element 231: nodes : 81031, 14343 E : 345.406 discrete element 232: nodes : 81043, 14343 E : 352.554 discrete element 233: nodes : 81055, 14343 E : 290.746 discrete element 234: nodes : 81067, 14343 E : 300.065 discrete element 235: nodes : 81079, 14343 E : 309.524 discrete element 236: nodes : 81091, 14343 E : 318.91 discrete element 237: nodes : 81103, 14343 E : 328.068 discrete element 238: nodes : 81115, 14343 E : 336.818 discrete element 239: nodes : 81127, 14343 E : 344.965 discrete element 240: nodes : 81139, 14343 E : 352.343 discrete element 241: nodes : 81151, 14343 E : 282.708 discrete element 242: nodes : 81163, 14343 E : 292.885 discrete element 243: nodes : 81175, 14343 E : 303.192 discrete element 244: nodes : 81187, 14343 E : 313.417 discrete element 245: nodes : 81199, 14343 E : 323.214 discrete element 246: nodes : 81211, 14343 E : 332.384 discrete element 247: nodes : 81223, 14343 E : 340.606 discrete element 248: nodes : 81235, 14343 E : 347.59 discrete element 249: nodes : 81247, 14343 E : 272.751 discrete element 250: nodes : 81259, 14343 E : 283.728 discrete element 251: nodes : 81271, 14343 E : 294.781 discrete element 252: nodes : 81283, 14343 E : 305.628 discrete element 253: nodes : 81295, 14343 E : 315.897 discrete element 254: nodes : 81307, 14343 E : 325.191 discrete element 255: nodes : 81319, 14343 E : 332.995 discrete element 256: nodes : 81331, 14343 E : 338.982 discrete element 257: nodes : 81343, 14343 E : 261.665 discrete element 258: nodes : 81355, 14343 E : 273.314 discrete element 259: nodes : 81367, 14343 E : 285.001 discrete element 260: nodes : 81379, 14343 E : 296.349 discrete element 261: nodes : 81391, 14343 E : 306.874 discrete element 262: nodes : 81403, 14343 E : 315.929 discrete element 263: nodes : 81415, 14343 E : 322.992 discrete element 264: nodes : 81427, 14343 E : 327.464 discrete element 265: nodes : 85321, 18763 E : 249.02 discrete element 266: nodes : 85332, 18763 E : 248.018 discrete element 267: nodes : 85343, 18763 E : 246.598 discrete element 268: nodes : 85354, 18763 E : 244.75 discrete element 269: nodes : 85365, 18763 E : 242.498 discrete element 270: nodes : 85376, 18763 E : 239.882 discrete element 271: nodes : 85387, 18763 E : 236.905 discrete element 272: nodes : 85398, 18763 E : 233.677 discrete element 273: nodes : 85409, 18763 E : 250.971 discrete element 274: nodes : 85420, 18763 E : 249.953 discrete element 275: nodes : 85431, 18763 E : 248.468 discrete element 276: nodes : 85442, 18763 E : 246.522 discrete element 277: nodes : 85453, 18763 E : 244.154 discrete element 278: nodes : 85464, 18763 E : 241.387 discrete element 279: nodes : 85475, 18763 E : 238.304 discrete element 280: nodes : 85486, 18763 E : 234.981 discrete element 281: nodes : 85497, 18763 E : 251.212 discrete element 282: nodes : 85508, 18763 E : 250.197 discrete element 283: nodes : 85519, 18763 E : 248.616 discrete element 284: nodes : 85530, 18763 E : 246.515 discrete element 285: nodes : 85541, 18763 E : 243.99 discrete element 286: nodes : 85552, 18763 E : 241.047 discrete element 287: nodes : 85563, 18763 E : 237.802 discrete element 288: nodes : 85574, 18763 E : 234.304 discrete element 289: nodes : 85585, 18763 E : 249.686 discrete element 290: nodes : 85596, 18763 E : 248.693 discrete element 291: nodes : 85607, 18763 E : 247.034 discrete element 292: nodes : 85618, 18763 E : 244.825 discrete element 293: nodes : 85629, 18763 E : 242.107 discrete element 294: nodes : 85640, 18763 E : 238.954 discrete element 295: nodes : 85651, 18763 E : 235.464 discrete element 296: nodes : 85662, 18763 E : 231.679 discrete element 297: nodes : 85673, 18763 E : 246.519 discrete element 298: nodes : 85684, 18763 E : 245.557 discrete element 299: nodes : 85695, 18763 E : 243.836 discrete element 300: nodes : 85706, 18763 E : 241.496 discrete element 301: nodes : 85717, 18763 E : 238.58 discrete element 302: nodes : 85728, 18763 E : 235.156 discrete element 303: nodes : 85739, 18763 E : 231.43 discrete element 304: nodes : 85750, 18763 E : 227.258 discrete element 305: nodes : 85761, 18763 E : 241.802 discrete element 306: nodes : 85772, 18763 E : 241.01 discrete element 307: nodes : 85783, 18763 E : 239.248 discrete element 308: nodes : 85794, 18763 E : 236.774 discrete element 309: nodes : 85805, 18763 E : 233.67 discrete element 310: nodes : 85816, 18763 E : 230.053 discrete element 311: nodes : 85827, 18763 E : 225.841 discrete element 312: nodes : 85838, 18763 E : 221.39 discrete element 313: nodes : 85849, 18763 E : 235.926 discrete element 314: nodes : 85860, 18763 E : 235.269 discrete element 315: nodes : 85871, 18763 E : 233.507 discrete element 316: nodes : 85882, 18763 E : 230.966 discrete element 317: nodes : 85893, 18763 E : 227.625 discrete element 318: nodes : 85904, 18763 E : 223.677 discrete element 319: nodes : 85915, 18763 E : 219.213 discrete element 320: nodes : 85926, 18763 E : 214.376 discrete element 321: nodes : 85937, 18763 E : 229.197 discrete element 322: nodes : 85948, 18763 E : 228.612 discrete element 323: nodes : 85959, 18763 E : 226.931 discrete element 324: nodes : 85970, 18763 E : 224.251 discrete element 325: nodes : 85981, 18763 E : 220.798 discrete element 326: nodes : 85992, 18763 E : 216.55 discrete element 327: nodes : 86003, 18763 E : 211.783 discrete element 328: nodes : 86014, 18763 E : 206.492 discrete element 329: nodes : 86025, 18763 E : 221.663 discrete element 330: nodes : 86036, 18763 E : 221.309 discrete element 331: nodes : 86047, 18763 E : 219.635 discrete element 332: nodes : 86058, 18763 E : 216.985 discrete element 333: nodes : 86069, 18763 E : 213.352 discrete element 334: nodes : 86080, 18763 E : 208.885 discrete element 335: nodes : 86091, 18763 E : 203.844 discrete element 336: nodes : 86102, 18763 E : 198.269 discrete element 337: nodes : 86113, 18763 E : 213.839 discrete element 338: nodes : 86124, 18763 E : 213.594 discrete element 339: nodes : 86135, 18763 E : 212.095 discrete element 340: nodes : 86146, 18763 E : 209.404 discrete element 341: nodes : 86157, 18763 E : 205.651 discrete element 342: nodes : 86168, 18763 E : 201.023 discrete element 343: nodes : 86179, 18763 E : 195.665 discrete element 344: nodes : 86190, 18763 E : 189.896 discrete element 345: nodes : 86201, 18763 E : 205.782 discrete element 346: nodes : 86212, 18763 E : 205.698 discrete element 347: nodes : 86223, 18763 E : 204.273 discrete element 348: nodes : 86234, 18763 E : 201.589 discrete element 349: nodes : 86245, 18763 E : 197.79 discrete element 350: nodes : 86256, 18763 E : 193.05 discrete element 351: nodes : 86267, 18763 E : 187.569 discrete element 352: nodes : 86278, 18763 E : 181.432 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007527 ===== beginning time step 1 : 0.1 ===== 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.293645 convergence norms : INITIAL CURRENT REQUIRED residual 1.207248e+05 2.135109e+05 1.207248e+04 energy 3.128052e+03 1.760071e+02 3.128052e+01 displacement 2.905369e+03 2.505219e+02 2.505219e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008688 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 51121 at gauss point 2 * * jacobian = -0.00348841 * * * ************************************************************************* ------- failed to converge at time : 0.1 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.05 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007527 ===== beginning time step 1 : 0.05 ===== 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.186943 convergence norms : INITIAL CURRENT REQUIRED residual 3.022525e+04 2.910935e+04 3.022525e+03 energy 7.932924e+02 1.079989e+02 7.932924e+00 displacement 1.587499e+03 5.547924e+01 5.547924e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007797 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.022525e+04 6.115124e+02 3.022525e+03 energy 7.932924e+02 5.495811e+01 7.932924e+00 displacement 1.587499e+03 2.678667e+02 4.051464e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007599 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.022525e+04 4.433090e+01 3.022525e+03 energy 7.932924e+02 3.684292e-01 7.932924e+00 displacement 1.587499e+03 2.044276e+01 4.275392e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008031 4 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.022525e+04 5.080417e-01 3.022525e+03 energy 7.932924e+02 4.292964e-03 7.932924e+00 displacement 1.587499e+03 3.167508e+00 4.482493e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008652 5 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.022525e+04 1.893076e-02 3.022525e+03 energy 7.932924e+02 1.913041e-04 7.932924e+00 displacement 1.587499e+03 2.839241e+00 4.392886e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008391 6 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.022525e+04 3.147008e-02 3.022525e+03 energy 7.932924e+02 2.424326e-04 7.932924e+00 displacement 1.587499e+03 4.035285e-02 4.380898e-02 convergence summary number of iterations : 6 number of reformations : 6 ------- converged at time : 0.05 AUTO STEPPER: increasing time step, dt = 0.06 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.0232791 0.0992181 -0.49706 2.13132 0.248319 -0.0626231 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = Fx;Fy;Fz;Mx;My;Mz 2 -0.0224513 -0.0983991 0.496434 -2.60786 -1.19029 0.45432 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008373 ===== beginning time step 2 : 0.1 ===== 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 2.738964e+03 3.013085e+03 energy 7.734711e+02 3.803444e+01 7.734711e+00 displacement 5.105741e+02 5.105741e+02 5.105741e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008508 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 3.746286e+01 3.013085e+03 energy 7.734711e+02 5.521757e-01 7.734711e+00 displacement 5.105741e+02 2.236755e+00 5.191455e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007977 3 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 5.951457e+00 3.013085e+03 energy 7.734711e+02 4.374531e-02 7.734711e+00 displacement 5.105741e+02 2.817256e+00 5.541352e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007797 4 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 2.430600e-01 3.013085e+03 energy 7.734711e+02 8.303028e-03 7.734711e+00 displacement 5.105741e+02 3.659769e-01 5.565568e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007815 5 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 2.606766e+00 3.013085e+03 energy 7.734711e+02 1.148581e-02 7.734711e+00 displacement 5.105741e+02 3.893531e-01 5.598977e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007914 6 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 1.541206e-02 3.013085e+03 energy 7.734711e+02 7.572008e-05 7.734711e+00 displacement 5.105741e+02 1.843828e-01 5.618628e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007878 7 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 0.560886 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 8.018357e-01 3.013085e+03 energy 7.734711e+02 1.906273e-03 7.734711e+00 displacement 5.105741e+02 5.359265e-01 5.647695e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007473 8 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 4.554140e-03 3.013085e+03 energy 7.734711e+02 2.056817e-04 7.734711e+00 displacement 5.105741e+02 7.293789e-01 5.698500e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007500 9 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 1.052247e-03 3.013085e+03 energy 7.734711e+02 3.782161e-05 7.734711e+00 displacement 5.105741e+02 1.460554e+00 5.796850e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007500 10 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 9.458641e-06 3.013085e+03 energy 7.734711e+02 6.610866e-07 7.734711e+00 displacement 5.105741e+02 1.596932e-01 5.836455e-02 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007428 11 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013085e+04 1.123400e-14 3.013085e+03 energy 7.734711e+02 5.406049e-12 7.734711e+00 displacement 5.105741e+02 4.186888e-06 5.836667e-02 convergence summary number of iterations : 11 number of reformations : 11 ------- converged at time : 0.1 AUTO STEPPER: decreasing time step, dt = 0.0477197 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = Fx;Fy;Fz;Mx;My;Mz 1 -0.649673 -0.915634 -4.75177 27.0087 -1.31091 8.48469 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = Fx;Fy;Fz;Mx;My;Mz 2 0.649673 0.915634 4.75177 -16.849 -6.27782 -7.26881 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007428 ===== beginning time step 3 : 0.14772 ===== 1 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.642832 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 1.452430e+04 2.745106e+03 energy 7.029939e+02 5.883026e+01 7.029939e+00 displacement 6.653682e+02 2.749524e+02 2.749524e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008823 2 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.524693 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 3.241563e+03 2.745106e+03 energy 7.029939e+02 2.629197e+01 7.029939e+00 displacement 6.653682e+02 2.429362e+01 4.052516e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7007428 3 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 7.883350e+02 2.745106e+03 energy 7.029939e+02 1.631122e+01 7.029939e+00 displacement 6.653682e+02 6.485010e+01 5.863185e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009840 4 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 0.692484 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 1.183404e+02 2.745106e+03 energy 7.029939e+02 2.548396e-01 7.029939e+00 displacement 6.653682e+02 1.391326e+01 6.130598e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009849 5 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 2.047026e+01 2.745106e+03 energy 7.029939e+02 2.479668e-01 7.029939e+00 displacement 6.653682e+02 8.313979e+00 6.065432e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009543 6 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 4.624540e+00 2.745106e+03 energy 7.029939e+02 4.162941e-02 7.029939e+00 displacement 6.653682e+02 3.414847e-01 6.060043e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009651 7 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 0.554665 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 3.030644e+00 2.745106e+03 energy 7.029939e+02 9.152640e-03 7.029939e+00 displacement 6.653682e+02 1.060766e+00 6.009323e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009516 8 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 9.243275e-02 2.745106e+03 energy 7.029939e+02 2.116667e-03 7.029939e+00 displacement 6.653682e+02 1.506420e+00 5.965917e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009462 9 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 9 step from line search = 0.647217 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 2.767877e-01 2.745106e+03 energy 7.029939e+02 1.046289e-03 7.029939e+00 displacement 6.653682e+02 1.490707e-01 5.934185e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009759 10 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 2.695032e-03 2.745106e+03 energy 7.029939e+02 2.016988e-04 7.029939e+00 displacement 6.653682e+02 1.531886e-01 5.898326e-02 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009570 11 Nonlinear solution status: time= 0.14772 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745106e+04 2.088971e-03 2.745106e+03 energy 7.029939e+02 4.470430e-05 7.029939e+00 displacement 6.653682e+02 2.422484e-02 5.890596e-02 convergence summary number of iterations : 11 number of reformations : 11 ------- converged at time : 0.14772 AUTO STEPPER: decreasing time step, dt = 0.0455455 Data Record #1 =========================================================================== Step = 3 Time = 0.147719667 Data = Fx;Fy;Fz;Mx;My;Mz 1 -5.35234 -1.03091 -36.5467 51.4387 87.0632 14.7521 Data Record #2 =========================================================================== Step = 3 Time = 0.147719667 Data = Fx;Fy;Fz;Mx;My;Mz 2 5.3523 1.03093 36.5467 -24.9911 -79.4887 -26.0796 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009642 ===== beginning time step 4 : 0.193265 ===== 1 Nonlinear solution status: time= 0.193265 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.507861e+04 2.351117e+04 2.507861e+03 energy 6.397266e+02 1.796636e+02 6.397266e+00 displacement 4.649530e+02 4.649530e+02 4.649530e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009219 2 Nonlinear solution status: time= 0.193265 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.507861e+04 4.663918e+03 2.507861e+03 energy 6.397266e+02 2.425800e+01 6.397266e+00 displacement 4.649530e+02 2.061115e+01 4.668057e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009372 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18311 at gauss point 2 * * jacobian = -0.0224249 * * * ************************************************************************* ------- failed to converge at time : 0.193265 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.0227727 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009642 ===== beginning time step 4 : 0.170492 ===== 1 Nonlinear solution status: time= 0.170492 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.269654e+03 1.159215e+02 6.269654e+02 energy 1.599317e+02 2.668213e+00 1.599317e+00 displacement 1.161792e+02 1.161792e+02 1.161792e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008886 2 Nonlinear solution status: time= 0.170492 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.269654e+03 2.920802e+00 6.269654e+02 energy 1.599317e+02 3.176897e-02 1.599317e+00 displacement 1.161792e+02 2.988209e-01 1.146052e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008823 3 Nonlinear solution status: time= 0.170492 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.269654e+03 1.441102e-01 6.269654e+02 energy 1.599317e+02 3.029659e-03 1.599317e+00 displacement 1.161792e+02 5.694148e-02 1.138268e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7008823 4 Nonlinear solution status: time= 0.170492 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.269654e+03 1.137728e-02 6.269654e+02 energy 1.599317e+02 3.618472e-04 1.599317e+00 displacement 1.161792e+02 8.751016e-03 1.136015e-02 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 0.170492 AUTO STEPPER: increasing time step, dt = 0.0382182 MUST POINT CONTROLLER: adjusting time step. dt = 0.0295076 Data Record #1 =========================================================================== Step = 4 Time = 0.170492394 Data = Fx;Fy;Fz;Mx;My;Mz 1 -7.71527 -1.16326 -55.2117 62.6627 90.5831 15.262 Data Record #2 =========================================================================== Step = 4 Time = 0.170492394 Data = Fx;Fy;Fz;Mx;My;Mz 2 7.71517 1.1633 55.2119 -29.0623 -83.18 -36.1368 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009345 ===== beginning time step 5 : 0.2 ===== 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.705251 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 1.415151e+04 1.054605e+03 energy 2.684536e+02 9.452529e+00 2.684536e+00 displacement 1.873315e+02 9.317484e+01 9.317484e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009435 2 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.520382 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 4.449635e+03 1.054605e+03 energy 2.684536e+02 4.677075e+00 2.684536e+00 displacement 1.873315e+02 1.022431e+01 1.366862e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009741 3 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.618465 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 1.113709e+03 1.054605e+03 energy 2.684536e+02 3.798933e-01 2.684536e+00 displacement 1.873315e+02 6.561645e+00 1.616503e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009480 4 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.640363 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 1.940234e+02 1.054605e+03 energy 2.684536e+02 1.614426e-01 2.684536e+00 displacement 1.873315e+02 2.710565e+00 1.740001e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009147 5 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 2.485677e+01 1.054605e+03 energy 2.684536e+02 1.177546e-01 2.684536e+00 displacement 1.873315e+02 2.190543e+00 1.818048e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009849 6 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 0.711252 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 7.421487e+00 1.054605e+03 energy 2.684536e+02 2.462483e-03 2.684536e+00 displacement 1.873315e+02 5.803920e-02 1.822332e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010083 7 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 0.601745 convergence norms : INITIAL CURRENT REQUIRED residual 1.054605e+04 2.566769e+00 1.054605e+03 energy 2.684536e+02 7.181836e-03 2.684536e+00 displacement 1.873315e+02 9.250363e-03 1.823321e-02 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 0.2 AUTO STEPPER: increasing time step, dt = 0.0432697 Data Record #1 =========================================================================== Step = 5 Time = 0.2 Data = Fx;Fy;Fz;Mx;My;Mz 1 -9.64884 -1.84635 -96.5801 125.135 94.9705 36.4375 Data Record #2 =========================================================================== Step = 5 Time = 0.2 Data = Fx;Fy;Fz;Mx;My;Mz 2 9.64776 1.84755 96.5654 -83.554 -96.1347 -61.1608 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010263 ===== beginning time step 6 : 0.24327 ===== 1 Nonlinear solution status: time= 0.24327 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.278303e+04 1.923476e+04 2.278303e+03 energy 5.739506e+02 6.330311e+01 5.739506e+00 displacement 4.196101e+02 4.196101e+02 4.196101e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009903 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 10849 at gauss point 7 * * jacobian = -0.0118878 * * * ************************************************************************* ------- failed to converge at time : 0.24327 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.0216349 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010263 ===== beginning time step 6 : 0.221635 ===== 1 Nonlinear solution status: time= 0.221635 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.697713e+03 1.941495e+03 5.697713e+02 energy 1.434882e+02 8.983297e+00 1.434882e+00 displacement 1.050071e+02 1.050071e+02 1.050071e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009075 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 19674 at gauss point 6 * * jacobian = -0.0084441 * * * ************************************************************************* ------- failed to converge at time : 0.221635 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.0108174 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010263 ===== beginning time step 6 : 0.210817 ===== 1 Nonlinear solution status: time= 0.210817 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426369e+03 1.211242e+02 1.426369e+02 energy 3.587800e+01 9.774970e-01 3.587800e-01 displacement 2.630650e+01 2.630650e+01 2.630650e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010146 2 Nonlinear solution status: time= 0.210817 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426369e+03 2.958512e+01 1.426369e+02 energy 3.587800e+01 1.536693e-01 3.587800e-01 displacement 2.630650e+01 9.916106e-02 2.643789e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010389 3 Nonlinear solution status: time= 0.210817 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426369e+03 7.008739e+00 1.426369e+02 energy 3.587800e+01 4.585582e-02 3.587800e-01 displacement 2.630650e+01 5.586259e-02 2.632263e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009831 4 Nonlinear solution status: time= 0.210817 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426369e+03 3.494235e-01 1.426369e+02 energy 3.587800e+01 2.242133e-03 3.587800e-01 displacement 2.630650e+01 4.090023e-02 2.656662e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010452 5 Nonlinear solution status: time= 0.210817 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426369e+03 4.078847e-01 1.426369e+02 energy 3.587800e+01 5.445565e-03 3.587800e-01 displacement 2.630650e+01 1.640551e-02 2.678647e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010119 6 Nonlinear solution status: time= 0.210817 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426369e+03 1.157801e-01 1.426369e+02 energy 3.587800e+01 1.167422e-03 3.587800e-01 displacement 2.630650e+01 2.645868e-03 2.682140e-03 convergence summary number of iterations : 6 number of reformations : 6 ------- converged at time : 0.210817 AUTO STEPPER: increasing time step, dt = 0.0286539 Data Record #1 =========================================================================== Step = 6 Time = 0.210817434 Data = Fx;Fy;Fz;Mx;My;Mz 1 -8.91679 -1.76489 -121.298 169.515 161.017 55.125 Data Record #2 =========================================================================== Step = 6 Time = 0.210817434 Data = Fx;Fy;Fz;Mx;My;Mz 2 8.91664 1.76489 121.297 -125.384 -166.002 -78.718 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010227 ===== beginning time step 7 : 0.239471 ===== 1 Nonlinear solution status: time= 0.239471 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.001719e+04 1.087371e+03 1.001719e+03 energy 2.515826e+02 5.820023e+00 2.515826e+00 displacement 1.902833e+02 1.902833e+02 1.902833e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010569 2 Nonlinear solution status: time= 0.239471 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.643855 convergence norms : INITIAL CURRENT REQUIRED residual 1.001719e+04 2.768632e+02 1.001719e+03 energy 2.515826e+02 2.920420e-01 2.515826e+00 displacement 1.902833e+02 1.484842e+00 1.917923e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009975 3 Nonlinear solution status: time= 0.239471 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.001719e+04 2.040917e+01 1.001719e+03 energy 2.515826e+02 5.593708e-02 2.515826e+00 displacement 1.902833e+02 1.228108e+00 1.945574e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010560 4 Nonlinear solution status: time= 0.239471 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.503246 convergence norms : INITIAL CURRENT REQUIRED residual 1.001719e+04 1.111161e+02 1.001719e+03 energy 2.515826e+02 7.213735e-03 2.515826e+00 displacement 1.902833e+02 5.190150e-02 1.946542e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010443 5 Nonlinear solution status: time= 0.239471 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 0.375562 convergence norms : INITIAL CURRENT REQUIRED residual 1.001719e+04 1.806206e+01 1.001719e+03 energy 2.515826e+02 1.355059e+00 2.515826e+00 displacement 1.902833e+02 7.367076e-01 1.969318e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7011721 6 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18311 at gauss point 1 * * jacobian = -0.00778943 * * * ************************************************************************* ------- failed to converge at time : 0.239471 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.014327 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010227 ===== beginning time step 7 : 0.225144 ===== 1 Nonlinear solution status: time= 0.225144 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.504384e+03 1.013838e+02 2.504384e+02 energy 6.289814e+01 7.023516e-01 6.289814e-01 displacement 4.756859e+01 4.756859e+01 4.756859e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009363 2 Nonlinear solution status: time= 0.225144 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.504384e+03 1.264358e+01 2.504384e+02 energy 6.289814e+01 9.465258e-02 6.289814e-01 displacement 4.756859e+01 4.903687e-02 4.804446e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009525 3 Nonlinear solution status: time= 0.225144 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.504384e+03 6.247443e-01 2.504384e+02 energy 6.289814e+01 1.369762e-02 6.289814e-01 displacement 4.756859e+01 1.770196e-02 4.834729e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009750 4 Nonlinear solution status: time= 0.225144 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.681285 convergence norms : INITIAL CURRENT REQUIRED residual 2.504384e+03 1.287440e-01 2.504384e+02 energy 6.289814e+01 6.564249e-03 6.289814e-01 displacement 4.756859e+01 3.416716e-03 4.836864e-03 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 0.225144 AUTO STEPPER: increasing time step, dt = 0.0314616 Data Record #1 =========================================================================== Step = 7 Time = 0.225144408 Data = Fx;Fy;Fz;Mx;My;Mz 1 -7.62834 -1.6827 -156.636 239.661 281.16 85.2571 Data Record #2 =========================================================================== Step = 7 Time = 0.225144408 Data = Fx;Fy;Fz;Mx;My;Mz 2 7.63232 1.68096 156.634 -192.549 -290.408 -106.71 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7009822 ===== beginning time step 8 : 0.256606 ===== 1 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 3.958120e+02 1.212482e+03 energy 3.035984e+02 2.583405e+00 3.035984e+00 displacement 2.329371e+02 2.329371e+02 2.329371e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010092 2 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.459532 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 3.001528e+02 1.212482e+03 energy 3.035984e+02 2.587777e-01 3.035984e+00 displacement 2.329371e+02 1.210893e-01 2.328353e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7011073 3 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 3 step from line search = 0.052412 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 2.488335e+02 1.212482e+03 energy 3.035984e+02 2.593084e-01 3.035984e+00 displacement 2.329371e+02 9.551640e-02 2.324511e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010776 4 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 2.749076e+01 1.212482e+03 energy 3.035984e+02 4.110237e-02 3.035984e+00 displacement 2.329371e+02 5.134544e-01 2.361246e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010722 5 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 5 step from line search = 0.481468 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 9.585363e+00 1.212482e+03 energy 3.035984e+02 7.374106e-01 3.035984e+00 displacement 2.329371e+02 3.036978e-01 2.357443e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7011307 6 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 3.774871e-01 1.212482e+03 energy 3.035984e+02 6.200961e-02 3.035984e+00 displacement 2.329371e+02 2.671035e-01 2.348539e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7011523 7 Nonlinear solution status: time= 0.256606 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212482e+04 3.784222e-02 1.212482e+03 energy 3.035984e+02 8.387046e-04 3.035984e+00 displacement 2.329371e+02 7.781198e-03 2.348132e-02 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 0.256606 AUTO STEPPER: increasing time step, dt = 0.0448422 MUST POINT CONTROLLER: adjusting time step. dt = 0.043394 Data Record #1 =========================================================================== Step = 8 Time = 0.256605987 Data = Fx;Fy;Fz;Mx;My;Mz 1 -5.41758 -1.00916 -237.759 395.422 575.402 143.332 Data Record #2 =========================================================================== Step = 8 Time = 0.256605987 Data = Fx;Fy;Fz;Mx;My;Mz 2 5.41647 1.00913 237.76 -347.761 -599.498 -164.376 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7011055 ===== beginning time step 9 : 0.3 ===== 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328295e+04 1.670332e+02 2.328295e+03 energy 5.794407e+02 2.148087e+00 5.794407e+00 displacement 4.409566e+02 4.409566e+02 4.409566e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010614 2 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.442555 convergence norms : INITIAL CURRENT REQUIRED residual 2.328295e+04 1.732634e+02 2.328295e+03 energy 5.794407e+02 2.922742e-01 5.794407e+00 displacement 4.409566e+02 1.227095e-01 4.423820e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010614 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328295e+04 1.220185e+01 2.328295e+03 energy 5.794407e+02 4.316716e-01 5.794407e+00 displacement 4.409566e+02 7.442716e-01 4.440208e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010371 4 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.380229 convergence norms : INITIAL CURRENT REQUIRED residual 2.328295e+04 3.330569e+01 2.328295e+03 energy 5.794407e+02 8.377512e-02 5.794407e+00 displacement 4.409566e+02 1.156638e-01 4.455570e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010650 5 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.175305 convergence norms : INITIAL CURRENT REQUIRED residual 2.328295e+04 3.489745e+01 2.328295e+03 energy 5.794407e+02 3.998282e-04 5.794407e+00 displacement 4.409566e+02 7.219716e-03 4.457037e-02 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 0.3 AUTO STEPPER: increasing time step, dt = 0.0547152 Data Record #1 =========================================================================== Step = 9 Time = 0.3 Data = Fx;Fy;Fz;Mx;My;Mz 1 -1.85714 -0.941912 -353.24 630.293 1019.57 232.148 Data Record #2 =========================================================================== Step = 9 Time = 0.3 Data = Fx;Fy;Fz;Mx;My;Mz 2 1.84996 0.942906 353.24 -579.273 -1069.69 -246.834 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.354715 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.00342695 * * * ************************************************************************* ------- failed to converge at time : 0.354715 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.0273576 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.327358 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0126443 * * * ************************************************************************* ------- failed to converge at time : 0.327358 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.0136788 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.313679 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0178601 * * * ************************************************************************* ------- failed to converge at time : 0.313679 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 0.0068394 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.306839 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0206245 * * * ************************************************************************* ------- failed to converge at time : 0.306839 Retrying time step. Retry attempt 4 of max 10 AUTO STEPPER: retry step, dt = 0.0034197 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.30342 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0220465 * * * ************************************************************************* ------- failed to converge at time : 0.30342 Retrying time step. Retry attempt 5 of max 10 AUTO STEPPER: retry step, dt = 0.00170985 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.30171 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0227675 * * * ************************************************************************* ------- failed to converge at time : 0.30171 Retrying time step. Retry attempt 6 of max 10 AUTO STEPPER: retry step, dt = 0.000854925 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.300855 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0231305 * * * ************************************************************************* ------- failed to converge at time : 0.300855 Retrying time step. Retry attempt 7 of max 10 AUTO STEPPER: retry step, dt = 0.000427463 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.300427 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0233126 * * * ************************************************************************* ------- failed to converge at time : 0.300427 Retrying time step. Retry attempt 8 of max 10 AUTO STEPPER: retry step, dt = 0.000213731 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.300214 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0234038 * * * ************************************************************************* ------- failed to converge at time : 0.300214 Retrying time step. Retry attempt 9 of max 10 AUTO STEPPER: retry step, dt = 0.000106866 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.300107 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0234495 * * * ************************************************************************* ------- failed to converge at time : 0.300107 Retrying time step. Retry attempt 10 of max 10 AUTO STEPPER: retry step, dt = 5.34328e-05 ===== reforming stiffness matrix: Nr of equations ........................... : 184057 Nr of nonzeroes in stiffness matrix ....... : 7010767 ===== beginning time step 10 : 0.300053 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 18284 at gauss point 5 * * jacobian = -0.0234723 * * * ************************************************************************* ------- failed to converge at time : 0.300053 Max. nr of retries reached. N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 9 Total number of equilibrium iterations ............ : 71 Average number of equilibrium iterations .......... : 7.88889 Total number of right hand evaluations ............ : 131 Total number of stiffness reformations ............ : 87 Time in solver: 0:35:27 Elapsed time : 1:15:13 E R R O R T E R M I N A T I O N