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General Mechanical

General Mechanical

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Subspace solver failure

    • March 8, 2024 at 7:29 am
      engr.rohan7
      Subscriber

      Hi community,

      I have modeled a 1D line model of a strut for one end fixed and other end hinged case. One end (vertex) has fixed support applied and other end (vertex) has remote displacement with only Rot. Z free, other DOFs are 0. I've got the results for static structural analysis but for eigenvalue buckling analysis I get this error: "SUBSPACE solver failure. The assembled stress stiffness matrix contains all zeroes. No load factor solution is possible."

      How to troubleshoot this error?

      Regards

       

    • March 8, 2024 at 10:31 am
      Erik Kostson
      Ansys Employee

      Hi

      Can you show a bit more what you are doing (static) and what you trying to do (modal) - explain much more and include images. In that way members of the forum might give some more feedback.

      Thank you

      Erik 

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