***** ANSYS SOLVE COMMAND ***** TRANSFER SOLID MODEL BOUNDARY CONDITIONS TO FINITE ELEMENT MODEL CONSTRAINTS TRANSFERRED FROM AREAS = 7598 SURFACE LOADS TRANSFERRED FROM AREAS = 2160 *** WARNING *** CP= 70.320 TIME= 21:31:57 Solid modeling cross reference checking was inactive some time during the model generation. *** WARNING *** CP= 70.470 TIME= 21:31:57 Element shape checking is currently inactive. Issue SHPP,ON or SHPP,WARN to reactivate, if desired. *** NOTE *** CP= 74.180 TIME= 21:32:02 The model data was checked and warning messages were found. Please review output or errors file ( /home/mueller/VW-Kolben/kolben_lager2.err ) for these warning messages. S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D DEGREES OF FREEDOM. . . . . . UX UY UZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) EQUATION SOLVER OPTION. . . . . . . . . . . . .PROGRAM CHOSEN ACCURACY LEVEL . . . . . . . . . . . . . . . 1 *** NOTE *** CP= 75.240 TIME= 21:32:03 Present time 0 is less than or equal to the previous time. Time will default to 1. *** NOTE *** CP= 76.140 TIME= 21:32:04 The PCG solver will be used for matrix solution with a tolerance of 1.E-04. *** NOTE *** CP= 76.140 TIME= 21:32:04 The conditions for direct assembly have been met. No .emat or .erot files will be produced. L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1 TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.0000 NUMBER OF SUBSTEPS. . . . . . . . . . . . . . . 1 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS. . . . . . . . . . . .ALL DATA WRITTEN FOR THE LAST SUBSTEP *** NOTE *** CP= 84.550 TIME= 21:32:19 The initial memory allocation (-m) has been exceeded. Supplemental memory allocations are being used. Element Formation Element= 23000 Cum. Iter.= 1 CP= 97.260 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Formation Element= 44000 Cum. Iter.= 1 CP= 106.820 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Formation Element= 67000 Cum. Iter.= 1 CP= 117.320 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Range of element maximum matrix coefficients in global coordinates Maximum= 2429859.2 at element 43434. Minimum= 20930.3102 at element 71936. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 560 SOLID95 0.770 0.001375 2 560 SOLID45 0.330 0.000589 4 70836 SOLID92 31.030 0.000438 Time at end of element matrix formulation CP= 119.470001. Form Preconditioner = 0 Cum. Iter.= 1 CP= 125.430 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Begin CG Iterations = 0 Cum. Iter.= 1 CP= 149.380 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Iteration= 5 Ratio= 0.42544646 Limit= 1.E-04 CP= 162.619995. Iteration= 15 Ratio= 5.834265685E-02 Limit= 1.E-04 CP= 173.889999. Iteration= 25 Ratio= 1.323266578E-02 Limit= 1.E-04 CP= 185.180008. Iteration= 35 Ratio= 3.130490828E-03 Limit= 1.E-04 CP= 196.480011. Iteration= 45 Ratio= 6.919266707E-04 Limit= 1.E-04 CP= 207.779999. Iteration= 55 Ratio= 2.494126416E-04 Limit= 1.E-04 CP= 219.049988. Iteration= 65 Ratio= 1.107970192E-04 Limit= 1.E-04 CP= 230.339996. PRECONDITIONED SOLVER CP TIME = 109.890 PRECONDITIONED SOLVER ELAPSED TIME = 190.570 Element Output Element= 1000 Cum. Iter.= 1 CP= 234.660 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 3000 Cum. Iter.= 1 CP= 235.950 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 5000 Cum. Iter.= 1 CP= 237.620 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 7000 Cum. Iter.= 1 CP= 239.490 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 9000 Cum. Iter.= 1 CP= 241.240 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 12000 Cum. Iter.= 1 CP= 243.270 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 14000 Cum. Iter.= 1 CP= 245.530 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 16000 Cum. Iter.= 1 CP= 247.640 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 18000 Cum. Iter.= 1 CP= 249.790 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 20000 Cum. Iter.= 1 CP= 252.240 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 23000 Cum. Iter.= 1 CP= 255.440 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 25000 Cum. Iter.= 1 CP= 257.600 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 27000 Cum. Iter.= 1 CP= 259.690 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 29000 Cum. Iter.= 1 CP= 261.610 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 31000 Cum. Iter.= 1 CP= 263.780 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 33000 Cum. Iter.= 1 CP= 265.740 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 35000 Cum. Iter.= 1 CP= 267.860 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 37000 Cum. Iter.= 1 CP= 269.440 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 39000 Cum. Iter.= 1 CP= 271.060 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 40000 Cum. Iter.= 1 CP= 272.290 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 42000 Cum. Iter.= 1 CP= 274.350 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 44000 Cum. Iter.= 1 CP= 276.150 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 45000 Cum. Iter.= 1 CP= 277.250 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 46000 Cum. Iter.= 1 CP= 278.570 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 48000 Cum. Iter.= 1 CP= 281.140 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 49000 Cum. Iter.= 1 CP= 282.300 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 50000 Cum. Iter.= 1 CP= 283.820 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 51000 Cum. Iter.= 1 CP= 285.300 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 52000 Cum. Iter.= 1 CP= 286.840 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 53000 Cum. Iter.= 1 CP= 288.390 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 54000 Cum. Iter.= 1 CP= 289.780 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 55000 Cum. Iter.= 1 CP= 291.080 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 56000 Cum. Iter.= 1 CP= 292.240 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 57000 Cum. Iter.= 1 CP= 293.630 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 59000 Cum. Iter.= 1 CP= 296.180 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 60000 Cum. Iter.= 1 CP= 297.470 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 61000 Cum. Iter.= 1 CP= 298.760 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 62000 Cum. Iter.= 1 CP= 299.880 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 63000 Cum. Iter.= 1 CP= 301.130 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 64000 Cum. Iter.= 1 CP= 302.110 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 66000 Cum. Iter.= 1 CP= 304.210 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 68000 Cum. Iter.= 1 CP= 306.050 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 69000 Cum. Iter.= 1 CP= 307.160 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. Element Output Element= 71000 Cum. Iter.= 1 CP= 308.560 Time= 1.0000 Load Step= 1 Substep= 1 Equilibrium Iteration= 1. *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 560 SOLID95 0.720 0.001286 2 560 SOLID45 0.660 0.001179 4 70836 SOLID92 61.850 0.000873 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 560 SOLID95 0.060 0.000107 2 560 SOLID45 0.040 0.000071 4 70836 SOLID92 9.880 0.000139 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 1 *** TIME = 1.00000 TIME INC = 1.00000 NEW TRIANG MATRIX *** NOTE *** CP= 311.740 TIME= 21:48:27 Solution is done! *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 18.000 MB WRITTEN ON ELEMENT SAVED DATA FILE: kolben_lager2.esav 107.688 MB WRITTEN ON RESULTS FILE: kolben_lager2.rst FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 325.540 EXIT ANSYS WITHOUT SAVING DATABASE NUMBER OF WARNING MESSAGES ENCOUNTERED= 3 NUMBER OF ERROR MESSAGES ENCOUNTERED= 0