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Search results for query: *

  • Users: Aldus
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  1. Aldus

    beam end release

    yes John, I know of the *release option. But this option completely release the chosen force component. I would like insted to retain a certain percentage of stiffnes... Thanks Aldo
  2. Aldus

    beam end release

    Can ABAQUS model a partial end release for beam elements? Or spring elements have to be used in conjunction with MPCs? Thanks Aldo
  3. Aldus

    buckling analysis of copressed column

    I am trying to model compressed steel columns with partial continuity connections at mid-height. I guess that a proper modeling scheme may be two elastic beam elements linked by a "hinge" connector with non-linear behavior. Displacement of the hinged node can then model imperfection. Anyone...

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