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Currently, the geometric stiffness matrix construction (used for buckling constraint) returns incorrect results. I will try to debug that and add a few tests to compare against some textbook examples.
The text was updated successfully, but these errors were encountered:
Currently, the geometric stiffness matrix construction (used for buckling constraint) returns incorrect results. I will try to debug that and add a few tests to compare against some textbook examples.
The text was updated successfully, but these errors were encountered: