Abstract

In this paper a homotopy map is proposed to pass limit points of snap-through problems encountered in geometrically nonlinear finite element analysis. In the vicinity of such points, the tangent stiffness matrix becomes ill-conditioned, which detrimentally affects the convergence of numerical schemes such as Newton–Raphson method. The proposed method overcomes this problem by tracing a well-conditioned path instead of equilibrium path in the vicinity of critical points. This allows the solution procedure to bypass the critical point without experiencing ill-conditioning. An instance of such a well-conditioned path is constructed for limit points. In particular, starting from the stable (or unstable) configuration, we compute the unstable (or stable) configuration via a robust numerical procedure. Further, since the tangent matrix derivation is consistent with the residual force computation, the quadratic convergence of Newton–Raphson method is retained.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call