General Mechanical

General Mechanical

a clamped rectangular plate under uniform load

    • Hong TingYu
      Subscriber

      Hello
      I want to use workbench modify a clamped rectangular plate under uniform load to compare with an exact solution for the deflection.
      When I use 2-D dimension with plane stress behavior, why can't such boundary conditions be used, and how to make corrections?

    • Erik Kostson
      Ansys Employee

       

      Hi

      You need 3D analysis for this to calculate out of plane (DZ movement in Z) displacements.

      For reference, 2D analysis has only DX and DY degreeos of freedom and allows thus only X and Y movement.

       

      See here how to do what you are trying:

      https://www.youtube.com/watch?v=f5d5yYhhTWg

       

      All the best

       

      Erik

       

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