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  • Users: MikeatCMP
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  1. MikeatCMP

    Continuum Shell Elements

    Can someone explain the limitations of the continuum shell elements with regards to effectively/accurately modelling plates. I note that it only has 3 DOF at the connecting nodes (as opposed to 6 DOF with plate elements). How does it accurately capture bending loads? What are its limitations...
  2. MikeatCMP

    ANSYS DesignSpace - Load combos

    Does anyone know how to carry out load combinations, as described below, in ANSYS Designspace. We are carrying out a linear static analysis of a structure that must be assessed for numerous load combinations. The combinations comprise linear combinations of various loads in various directions...

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