asharma74

Abaqus System error 3

Feb 10th, 2014
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  1. Establish Initial Isotropic Stress Field
  2. STEP 1 INCREMENT 1 STEP TIME 0.00
  3.  
  4.  
  5. S T E P 1 S T A T I C A N A L Y S I S
  6.  
  7.  
  8. Establish Initial Isotropic Stress Field
  9.  
  10. AUTOMATIC TIME CONTROL WITH -
  11. A SUGGESTED INITIAL TIME INCREMENT OF 1.00
  12. AND A TOTAL TIME PERIOD OF 1.00
  13. THE MINIMUM TIME INCREMENT ALLOWED IS 1.000E-05
  14. THE MAXIMUM TIME INCREMENT ALLOWED IS 1.00
  15.  
  16. LINEAR EQUATION SOLVER TYPE DIRECT SPARSE
  17.  
  18. CONVERGENCE TOLERANCE PARAMETERS FOR FORCE
  19. CRITERION FOR RESIDUAL FORCE FOR A NONLINEAR PROBLEM 5.000E-03
  20. CRITERION FOR DISP. CORRECTION IN A NONLINEAR PROBLEM 1.000E-02
  21. INITIAL VALUE OF TIME AVERAGE FORCE 1.000E-02
  22. AVERAGE FORCE IS TIME AVERAGE FORCE
  23. ALTERNATE CRIT. FOR RESIDUAL FORCE FOR A NONLINEAR PROBLEM 2.000E-02
  24. CRITERION FOR ZERO FORCE RELATIVE TO TIME AVRG. FORCE 1.000E-05
  25. CRITERION FOR RESIDUAL FORCE WHEN THERE IS ZERO FLUX 1.000E-05
  26. CRITERION FOR DISP. CORRECTION WHEN THERE IS ZERO FLUX 1.000E-03
  27. CRITERION FOR RESIDUAL FORCE FOR A LINEAR INCREMENT 1.000E-08
  28. FIELD CONVERSION RATIO 1.00
  29. CRITERION FOR ZERO FORCE REL. TO TIME AVRG. MAX. FORCE 1.000E-05
  30. CRITERION FOR ZERO DISP. RELATIVE TO CHARACTERISTIC LENGTH 1.000E-08
  31.  
  32. VOLUMETRIC STRAIN COMPATIBILITY TOLERANCE FOR HYBRID SOLIDS 1.000E-05
  33. AXIAL STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS 1.000E-05
  34. TRANS. SHEAR STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS 1.000E-05
  35. SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P>P0 5.000E-03
  36. SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P=0.0 0.100
  37. CONTACT FORCE ERROR TOLERANCE FOR CONVERT SDI=YES 1.00
  38. DISPLACEMENT COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS 1.000E-05
  39. ROTATION COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS 1.000E-05
  40.  
  41. EQUILIBRIUM WILL BE CHECKED FOR SEVERE DISCONTINUITY ITERATIONS
  42.  
  43. TIME INCREMENTATION CONTROL PARAMETERS:
  44. FIRST EQUILIBRIUM ITERATION FOR CONSECUTIVE DIVERGENCE CHECK 4
  45. EQUILIBRIUM ITERATION AT WHICH LOG. CONVERGENCE RATE CHECK BEGINS 8
  46. EQUILIBRIUM ITERATION AFTER WHICH ALTERNATE RESIDUAL IS USED 9
  47. MAXIMUM EQUILIBRIUM ITERATIONS ALLOWED 16
  48. EQUILIBRIUM ITERATION COUNT FOR CUT-BACK IN NEXT INCREMENT 10
  49. MAXIMUM EQUILIB. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 4
  50. MAXIMUM ITERATIONS FOR SEVERE DISCONTINUITIES 50
  51. MAXIMUM CUT-BACKS ALLOWED IN AN INCREMENT 5
  52. MAXIMUM DISCON. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 50
  53. MAXIMUM CONTACT AUGMENTATIONS FOR *SURFACE BEHAVIOR,AUGMENTED LAGRANGE 6
  54. CUT-BACK FACTOR AFTER DIVERGENCE 0.2500
  55. CUT-BACK FACTOR FOR TOO SLOW CONVERGENCE 0.5000
  56. CUT-BACK FACTOR AFTER TOO MANY EQUILIBRIUM ITERATIONS 0.7500
  57. CUT-BACK FACTOR AFTER TOO MANY SEVERE DISCONTINUITY ITERATIONS 0.2500
  58. CUT-BACK FACTOR AFTER PROBLEMS IN ELEMENT ASSEMBLY 0.2500
  59. INCREASE FACTOR AFTER TWO INCREMENTS THAT CONVERGE QUICKLY 1.500
  60. MAX. TIME INCREMENT INCREASE FACTOR ALLOWED 1.500
  61. MAX. TIME INCREMENT INCREASE FACTOR ALLOWED (DYNAMICS) 1.250
  62. MAX. TIME INCREMENT INCREASE FACTOR ALLOWED (DIFFUSION) 2.000
  63. MINIMUM TIME INCREMENT RATIO FOR EXTRAPOLATION TO OCCUR 0.1000
  64. MAX. RATIO OF TIME INCREMENT TO STABILITY LIMIT 1.000
  65. FRACTION OF STABILITY LIMIT FOR NEW TIME INCREMENT 0.9500
  66. TIME INCREMENT INCREASE FACTOR BEFORE A TIME POINT 1.000
  67. GLOBAL STABILIZATION CONTROL IS NOT USED
  68.  
  69. PRINT OF INCREMENT NUMBER, TIME, ETC., EVERY 1 INCREMENTS
  70.  
  71. THE MAXIMUM NUMBER OF INCREMENTS IN THIS STEP IS 100
  72.  
  73. UNSYMMETRIC MATRIX STORAGE AND SOLUTION WILL BE USED
  74.  
  75. LINEAR EXTRAPOLATION WILL BE USED
  76.  
  77. CHARACTERISTIC ELEMENT LENGTH 10.0
  78.  
  79. DETAILS REGARDING ACTUAL SOLUTION WAVEFRONT REQUESTED
  80.  
  81. DETAILED OUTPUT OF DIAGNOSTICS TO DATABASE REQUESTED
  82.  
  83. PRINT OF INCREMENT NUMBER, TIME, ETC., TO THE MESSAGE FILE EVERY 1 INCREMENTS
  84.  
  85. EQUATIONS ARE BEING REORDERED TO MINIMIZE WAVEFRONT
  86.  
  87. COLLECTING MODEL CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS
  88.  
  89. COLLECTING STEP CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS
  90.  
  91.  
  92. INCREMENT 1 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.00
  93.  
  94. ***ERROR: System error 3 std_ElemWorkspaceManager::DeAllocate: An offset
  95. overwrite was detected for Workspace idEW_MaterialStiffness (ID =
  96. 13), offset = 16.
  97.  
  98.  
  99.  
  100. ANALYSIS SUMMARY:
  101. TOTAL OF 1 INCREMENTS
  102. 0 CUTBACKS IN AUTOMATIC INCREMENTATION
  103. 0 ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT
  104. 0 PASSES THROUGH THE EQUATION SOLVER OF WHICH
  105. 0 INVOLVE MATRIX DECOMPOSITION, INCLUDING
  106. 0 DECOMPOSITION(S) OF THE MASS MATRIX
  107. 1 REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
  108. 0 ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
  109. 0 ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
  110. 0 WARNING MESSAGES DURING USER INPUT PROCESSING
  111. 0 WARNING MESSAGES DURING ANALYSIS
  112. 0 ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
  113. 0 ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
  114. 1 ERROR MESSAGES
  115.  
  116.  
  117.  
  118. JOB TIME SUMMARY
  119. USER TIME (SEC) = 0.30000
  120. SYSTEM TIME (SEC) = 0.10000
  121. TOTAL CPU TIME (SEC) = 0.40000
  122. WALLCLOCK TIME (SEC) = 1
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