regular.comm 4.0 KB

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  1. DEBUT();
  2. import sys
  3. sys.path.append('/home/denis/Documents/disser/model/v4_wo_friction')
  4. from materials import *
  5. empty=DEFI_MATERIAU(ELAS=_F(E=m_empty['E'],
  6. NU=m_empty['NU'],),);
  7. mat=DEFI_MATERIAU(ELAS=_F(E=m_matrix['E'],
  8. NU=m_matrix['NU'],),);
  9. fib=DEFI_MATERIAU(ELAS=_F(E=m_fibers['E'],
  10. NU=m_fibers['NU'],),);
  11. MAIL=LIRE_MAILLAGE(FORMAT='MED',);
  12. MAIL=MODI_MAILLAGE(reuse =MAIL,
  13. MAILLAGE=MAIL,
  14. ORIE_PEAU_3D=_F(GROUP_MA=('ZY_Side','XY_Side',),),);
  15. MODE=AFFE_MODELE(MAILLAGE=MAIL,
  16. AFFE=_F(TOUT='OUI',
  17. PHENOMENE='MECANIQUE',
  18. MODELISATION='3D',),);
  19. MATE=AFFE_MATERIAU(MAILLAGE=MAIL,
  20. AFFE=(_F(GROUP_MA='Matrix',
  21. MATER=mat,),
  22. _F(GROUP_MA='Fibers',
  23. MATER=fib,),
  24. ),
  25. );
  26. CHAR=AFFE_CHAR_MECA(MODELE=MODE,
  27. DDL_IMPO=(
  28. _F(GROUP_MA='YX_Side',
  29. DZ=0.0,),
  30. _F(GROUP_MA='YZ_Side',
  31. DX=0.0,),
  32. _F(GROUP_MA='ZX_Bott',
  33. DY=0,),
  34. _F(GROUP_MA='XZ_Top',
  35. DY=0,),
  36. _F(GROUP_MA='XY_Side',
  37. DZ=-1.0),
  38. _F(GROUP_MA='ZY_Side',
  39. DX=1.0),
  40. ),
  41. );
  42. RESU=MECA_STATIQUE(MODELE=MODE,
  43. CHAM_MATER=MATE,
  44. EXCIT=_F(CHARGE=CHAR,),);
  45. RESU=CALC_CHAMP(reuse =RESU,
  46. MODELE=MODE,
  47. CHAM_MATER=MATE,
  48. RESULTAT=RESU,
  49. CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
  50. DEFORMATION=('EPME_ELNO',),
  51. CRITERES=('SIEQ_ELNO',),
  52. EXCIT=_F(CHARGE=CHAR,),);
  53. RESU=CALC_CHAMP(reuse =RESU,
  54. RESULTAT=RESU,
  55. CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
  56. DEFORMATION=('EPME_NOEU',),
  57. CRITERES=('SIEQ_NOEU',),
  58. );
  59. IMPR_RESU(FORMAT='MED',
  60. UNITE=80,
  61. RESU=_F(MAILLAGE=MAIL,
  62. RESULTAT=RESU,
  63. NOM_CHAM=('SIGM_NOEU','SIEQ_NOEU','DEPL','SIGM_ELNO',),),);
  64. IMPR_RESU(FORMAT='RESULTAT',
  65. UNITE=22,
  66. RESU=_F(RESULTAT=RESU,
  67. NOM_CHAM='SIGM_NOEU',
  68. FORM_TABL='OUI',
  69. GROUP_MA='Matrix',
  70. IMPR_COOR='OUI',),);
  71. IMPR_RESU(FORMAT='RESULTAT',
  72. UNITE=23,
  73. RESU=_F(RESULTAT=RESU,
  74. NOM_CHAM='SIEQ_NOEU',
  75. FORM_TABL='OUI',
  76. GROUP_MA='Matrix',
  77. IMPR_COOR='OUI',),);
  78. IMPR_RESU(FORMAT='RESULTAT',
  79. UNITE=24,
  80. RESU=_F(RESULTAT=RESU,
  81. NOM_CHAM='SIGM_NOEU',
  82. FORM_TABL='OUI',
  83. GROUP_MA='Fibers',
  84. IMPR_COOR='OUI',),);
  85. IMPR_RESU(FORMAT='RESULTAT',
  86. UNITE=25,
  87. RESU=_F(RESULTAT=RESU,
  88. NOM_CHAM='SIEQ_NOEU',
  89. FORM_TABL='OUI',
  90. GROUP_MA='Fibers',
  91. IMPR_COOR='OUI',),);
  92. IMPR_RESU(FORMAT='RESULTAT',
  93. UNITE=26,
  94. RESU=_F(RESULTAT=RESU,
  95. NOM_CHAM='SIGM_NOEU',
  96. FORM_TABL='OUI',
  97. IMPR_COOR='OUI',),);
  98. IMPR_RESU(FORMAT='RESULTAT',
  99. UNITE=27,
  100. RESU=_F(RESULTAT=RESU,
  101. NOM_CHAM='SIEQ_NOEU',
  102. FORM_TABL='OUI',
  103. IMPR_COOR='OUI',),);
  104. IMPR_RESU(FORMAT='RESULTAT',
  105. UNITE=28,
  106. RESU=_F(RESULTAT=RESU,
  107. NOM_CHAM='SIEQ_NOEU',
  108. FORM_TABL='OUI',
  109. GROUP_MA='Fiber',
  110. IMPR_COOR='OUI',),);
  111. FIN();