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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. 

kazeihaya

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About kazeihaya

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    Beginner

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  1. Thank you very much Mr Rahul :lol:

  2. Hi Mr Rahul , I am new in Hypermesh can you teach me how to solve the

     

    yj.hm

  3. Hi sir , can help me connect the two parts 

    G.hm

  4. ERROR # 312

    Here is the origin G.hm
  5. ERROR # 312

    Can work?
  6. ERROR # 312

    Here is the origin G.hm
  7. ERROR # 312

    thanks for the information so how should I connect the two parts ?
  8. ERROR # 312

    I have uploaded
  9. ERROR # 312

    *** *** In static load case 1 the compliance is negative or large -6.93956e+007. Optimization/buckling analysis cannot be performed. due to possible rigid body mode. INFEASIBLE DESIGN (AT LEAST ONE CONSTRAINT VIOLATED). I try to increase the constraints but the error still repeat. yj.hm
  10. optistruct error

    *** ERROR # 312 *** In static load case 1 the compliance is negative or large -6.93956e+007. Optimization/buckling analysis cannot be performed. due to possible rigid body mode. INFEASIBLE DESIGN (AT LEAST ONE CONSTRAINT VIOLATED). I try to increase the constraints but the error still repeat.
  11. ERROR # 312 Help

    Thanks for the reply, as the model was import from Inspire so I think the connection should be no problem.I will check the BC.Thank you
  12. ERROR # 312 Help

    I am a beginner in hyper-mesh, don't understand what is the error talking about. yj_002.out
  13. optistruct error

    *** ERROR # 312 *** In static load case 1 the compliance is negative or large -750756. Optimization/buckling analysis cannot be performed. due to possible rigid body mode. INFEASIBLE DESIGN (AT LEAST ONE CONSTRAINT VIOLATED). can help me solve the error I am new in this software. Thanks yj_002.out
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