Hell, again. Thank you so much for replying. Regarding this discussion: https://forum.ansys.com/discussion/comment/93558#Comment_93558nI tried doing axissymetric analysis im afraid i cant do it because the model isn't 2D. Im not sure why it's not meshing properly. elements are tet10 instead of the usual Hex.n
Thank you for the info about Large Deflection. I tried to turn it on. I also suppressed the force load and applied a displacement. = 8.57mm instead to deal with the unable to converge error. The material properties I used are listed below, everything in MPa. But it resulted to the same errors.n
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Thank you for the info about Large Deflection. I tried to turn it on. I also suppressed the force load and applied a displacement. = 8.57mm instead to deal with the unable to converge error. The material properties I used are listed below, everything in MPa. But it resulted to the same errors.nn
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