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  • Users: jean15paul
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  1. jean15paul

    How to force a Buckling / Eigenvalue analysis to ignore beam offsets?

    Hi everyone. I'm trying to run a buckling analysis on a model that has a lot of stiffened plates, where the plates are modeled with CQUAD4's and the stiffeners are CBEAM's with offsets. When I try to run the linear buckling solution (SOL 105), I get a fatal error for each offset element that...
  2. jean15paul

    Need an intro to Bode plots & Campbell diagrams w/ theory behind them

    A little background: I have about 8 years of experience, but all of my experience has been with static analysis of structures. I recently started a new job where I'm responsible for both static and dynamic analysis including analysis of drive trains. I've been doing a lot of normal modes...
  3. jean15paul

    Can see MPC's / RBE's

    Has anyone ever had a problem with not being able to see MPC's in Patran? I'm working with a model that I'm been using for some time. I just upgraded to 2012 and now I can't see the RBE2's that are there. I can highlight and select them with the mouse, so I know they are there, but they won't...
  4. jean15paul

    How to determine exhaust gas induced vibrations?

    Hi all, This is my first post in this forum. I have a problem that I'm not sure how to approach. I'm going to be doing an structural and thermal analysis of an engine exhaust system. The scope of work specifies that I need to consider "exhaust gas induced vibrations." Does anyone have any...
  5. jean15paul

    Is it possible to Mirror MPC's in Patran

    Hi all, I'm trying to mirror RBE2's in Patran 2011, and I can't find a way to do it. Finite Elements > Transform > Element > Mirror won't let me select MPC's. Neither will Utilities > FEM Transform... I just spent a lot of time modeling half of a symmetric structure with the assumption that...
  6. jean15paul

    Symmetry contraint with dymanic/modal analysis

    Hi all, this is my first thread here. In the past I've used symmetry constraints to only model a portion of a structure when running a static analysis. I just want to make sure that there are no other considerations or "gotchas" when using that approach with dynamics or modal analysis...

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