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  • Users: AkbarAkbar
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  1. AkbarAkbar

    Obtain cross-section forces

    Hello everyone, I am trying to obtain the history of cross-section forces (forces and bending moments) from a 3D-Shell Model. Anyone can give me some suggestion? What should I do to take out cross section forces? Thanks in advance.
  2. AkbarAkbar

    Riks analysis gives Negative Time/LPF Inc.

    Hi everyone, I am running post-buckling analysis to investigate the stability response of an isolated column. There are two "step": Static,General(Step 1) with axial force on top and Static, RIKS (Step 2) with horizontal displacement on top of column. Once the column starts to buckle in RIKS...
  3. AkbarAkbar

    Obtain cross-section forces

    Hello everyone, I am trying to obtain the history of cross-section forces (3 forces and 3 bending moments) from a 3D-Shell http://www.eng-tips.com/threadminder.cfm?tmac=ordtype&val=3&pid=799model. Anyone can give me some suggestion? What should I do to take out cross section forces? Thanks...

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