There should be a component which iteratively checks the Eigenvalues of the stiffness matrix and if near to zero adds stiffness to the hinge DOF which deforms the most until the structure is stable.
The output should be the Element-Ids, the nodes and the DOFd which were adjusted
There should be a component which iteratively checks the Eigenvalues of the stiffness matrix and if near to zero adds stiffness to the hinge DOF which deforms the most until the structure is stable. The output should be the Element-Ids, the nodes and the DOFd which were adjusted