regular.comm 3.9 KB

123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132
  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='ZY_Side',
  37. DX=1.0),
  38. ),
  39. );
  40. RESU=MECA_STATIQUE(MODELE=MODE,
  41. CHAM_MATER=MATE,
  42. EXCIT=_F(CHARGE=CHAR,),);
  43. RESU=CALC_CHAMP(reuse =RESU,
  44. MODELE=MODE,
  45. CHAM_MATER=MATE,
  46. RESULTAT=RESU,
  47. CONTRAINTE=('SIGM_ELNO','SIEF_ELNO',),
  48. DEFORMATION=('EPME_ELNO',),
  49. CRITERES=('SIEQ_ELNO',),
  50. EXCIT=_F(CHARGE=CHAR,),);
  51. RESU=CALC_CHAMP(reuse =RESU,
  52. RESULTAT=RESU,
  53. CONTRAINTE=('SIEF_NOEU','SIGM_NOEU',),
  54. DEFORMATION=('EPME_NOEU',),
  55. CRITERES=('SIEQ_NOEU',),
  56. );
  57. IMPR_RESU(FORMAT='MED',
  58. UNITE=80,
  59. RESU=_F(MAILLAGE=MAIL,
  60. RESULTAT=RESU,
  61. NOM_CHAM=('SIGM_NOEU','SIEQ_NOEU','DEPL','SIGM_ELNO',),),);
  62. IMPR_RESU(FORMAT='RESULTAT',
  63. UNITE=22,
  64. RESU=_F(RESULTAT=RESU,
  65. NOM_CHAM='SIGM_NOEU',
  66. FORM_TABL='OUI',
  67. GROUP_MA='Matrix',
  68. IMPR_COOR='OUI',),);
  69. IMPR_RESU(FORMAT='RESULTAT',
  70. UNITE=23,
  71. RESU=_F(RESULTAT=RESU,
  72. NOM_CHAM='SIEQ_NOEU',
  73. FORM_TABL='OUI',
  74. GROUP_MA='Matrix',
  75. IMPR_COOR='OUI',),);
  76. IMPR_RESU(FORMAT='RESULTAT',
  77. UNITE=24,
  78. RESU=_F(RESULTAT=RESU,
  79. NOM_CHAM='SIGM_NOEU',
  80. FORM_TABL='OUI',
  81. GROUP_MA='Fibers',
  82. IMPR_COOR='OUI',),);
  83. IMPR_RESU(FORMAT='RESULTAT',
  84. UNITE=25,
  85. RESU=_F(RESULTAT=RESU,
  86. NOM_CHAM='SIEQ_NOEU',
  87. FORM_TABL='OUI',
  88. GROUP_MA='Fibers',
  89. IMPR_COOR='OUI',),);
  90. IMPR_RESU(FORMAT='RESULTAT',
  91. UNITE=26,
  92. RESU=_F(RESULTAT=RESU,
  93. NOM_CHAM='SIGM_NOEU',
  94. FORM_TABL='OUI',
  95. IMPR_COOR='OUI',),);
  96. IMPR_RESU(FORMAT='RESULTAT',
  97. UNITE=27,
  98. RESU=_F(RESULTAT=RESU,
  99. NOM_CHAM='SIEQ_NOEU',
  100. FORM_TABL='OUI',
  101. IMPR_COOR='OUI',),);
  102. IMPR_RESU(FORMAT='RESULTAT',
  103. UNITE=28,
  104. RESU=_F(RESULTAT=RESU,
  105. NOM_CHAM='SIEQ_NOEU',
  106. FORM_TABL='OUI',
  107. GROUP_MA='Fiber',
  108. IMPR_COOR='OUI',),);
  109. FIN();