Open denisgomes opened 4 years ago
For each non-linear support and each loadcase (each iteration consists for going through all the non linear supports and doing the steps below, each item below is one iteration):
Initially a non-linear (+Y) support is converted to a linear full Y support.
If the solution shows a (-Y) load on the support, the support is modeled correctly. If not, the program gets rid of the support altogether and tracks the displacement at that point.
If the point shows a (+Y) deflection, this support is modeled correctly for this loadcase. Else, the stiffness matrix is reset to a full Y.
Implement one directional supports. Supports with gaps and friction.