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    • Rahul Ponginan

      Please click here for a short but important announcement   03/26/17

      Dear Users Our Commercial and Academic users around the world can use these same forums here as before i.e. the Altair Support Forum , Commercial users from India with solver queries can go to the Solver Forum for India Commercial Users , Academic Users from India and AOC India Participants are requested to go to the Forum for India Academic Users and AOC India Participants , We will be tending to all queries in all the forums promptly as before, thank you for your understanding. 

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Showing most liked content on 10/12/17 in all areas

  1. 1 like
    Hi, In static or quasi-static analysis the load is applied slowly so that the structure deforms very slowly and the inertia force is very small, thus negligible. Opposite to this,if the force or load applied have a high rate of change of velocity during the process then it comes under dynamic analysis. Dynamic loads are always applied as a function of time or frequency. Since we are applying the loads with the high rate of change over a time the structural response will be also similar which results in high stress values. Please go through our ebook on Practical Aspects of Finite Element Simulation (A Study Guide) where the theoretical aspects of static and dynamic analysis are well covered with examples.
  2. 1 like
    @frzti In HyperMesh goto Analysis page>> Interfaces>> Add
  3. 1 like
    Right now you can refer to help which has a little information abou compliance and weighted compliance. Contact will allow you to choose contact surfaces as well. Make sure you choose CSurf as selector type.
  4. 1 like
    Hi Mohammad, Please assign material to PBEAML property and try again.
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