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Question about Response of Hysteretic Soil Model in LS-DYNA

    • Youngkyu
      Subscriber

      Dear LSTC support team, 

      I hope you are well.

      As I am using the academic license of LS-DYNA under Dept. of Civil, Architectural, and Environmental Engineering at UT Austin,

      I believe that I am allowed to get support from this forum.  

      I have a question about response of Hysteretic Soil Model in LS-DYNA while simulating a direct simple shear testing with a single element subjected to a monotonic loading. 

      My question is described in the word document. Please see that and feel free to ask me ([email protected]) if it is unclear to understand what we are doing. And I attached the input key files for those simulations for your reference. 

      Best Regards, 

      Youngkyu

    • Aniket
      Forum Moderator
      Ansys staff can not download any files on the forum, so if you want to reach a larger audience to get answers from, please insert inline images describing your problem. Thank you!
      -Aniket
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