asharma74

Untitled

Feb 28th, 2014
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  1. *HEADING
  2. CAM CLAY EXAMPLE - DRAINED TRIAXIAL TESTS
  3. *NODE
  4. 1,
  5. 3,1.
  6. 23,1.,1.
  7. 21,,1.
  8. *NGEN,NSET=BOTTOM
  9. 1,3
  10. *NGEN,NSET=TOP
  11. 21,23
  12. *NGEN
  13. 1,21,10
  14. 3,23,10
  15. *NSET,NSET=SOIL,GENERATE
  16. 1,23
  17. *NSET,NSET=LHS
  18. 1,11,21
  19. *NSET, NSET=CENTER
  20. 11,
  21. *ELEMENT,TYPE=CAX8R,ELSET=SOIL
  22. 1,1,3,23,21,2,13,22,11
  23. *SOLID SECTION,MATERIAL=SAMPLE,ELSET=SOIL
  24. *MATERIAL,NAME=SAMPLE
  25. *POROUS ELASTIC
  26. .026,.3
  27. *CLAY PLASTICITY
  28. .174,1.,58.3
  29. *INITIAL CONDITIONS,TYPE=RATIO
  30. SOIL,1.08,0.,1.08,1.
  31. *INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
  32. SOIL,-100.,0.,-100.,10.,1.
  33. *STEP
  34. GEOSTATIC INITIAL STRESS STATE
  35. *GEOSTATIC
  36. *DLOAD
  37. 1,P2,100.
  38. *OUTPUT,FIELD
  39. *ELEMENT OUTPUT
  40. SINV,
  41. *NODE FILE,NSET=TOP
  42. U,
  43. *OUTPUT,FIELD
  44. *NODE OUTPUT,NSET=TOP
  45. U,
  46. *OUTPUT, HISTORY, FREQUENCY=1
  47. *NODE OUTPUT, NSET=CENTER
  48. CF2, U2
  49. *ELEMENT OUTPUT, ELSET=SOIL
  50. E22, S22
  51. *BOUNDARY
  52. TOP,2
  53. BOTTOM,2
  54. LHS,1
  55. *END STEP
  56. *STEP,INC=20
  57. TRIAXIAL COMPRESSION
  58. *STATIC,DIRECT
  59. 1.,20.
  60. *BOUNDARY
  61. TOP,2,2,-.5
  62. *END STEP
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