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Found 2 results

  1. When I impose ply strain responses, which can be derived directly from displacement ESLs of the same nonlinear loadcase, as design constraints for a nonlinear loadcase, there are differences between strain response values outputted in .out file and strain contour in .h3d file. In theory, design responses from these two files should match each other but strain values in .out file (optimization values) tend to be larger than what is plotted in .h3d file (analysis values). What could be the reason behind this? Any suggestion on how I can use .h3d strain output as design responses? V55s_t_REF_STRN.fem
  2. Hi, I would like to know whether OptiStruct ESLM allows the utilization of DRESP3 in static subcases or nonlinear static subcase or both. Thank you very much,
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