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how to model prestress in SHELL 63 element in ansys apdl?

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    • rajaspire
      Subscriber
      hello everyone, nI am currently doing research on the prestress effect in post tensioned concrete slab structure, in this ANSYS simulation I have taken shell 63 element that represents the post tensioned slab, so i couldn't apply prestress in this element. does anyone have any idea about this situation?nthanksn
    • Ashish Khemka
      Forum Moderator
      nnPlease see if the following example helps -nnnRegards,nAshish Khemkan
    • Ashish Khemka
      Forum Moderator
      nnDid the suggestion above help. Please let me know.nnRegards,nAshish Khemkan
    • rajaspire
      Subscriber
      i could not log in into the above link. could you please help me with itn
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