Proceedings of the Tenth International Conference on Computational Structures Technology
DOI: 10.4203/ccp.93.152
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Implementation of a Direct Procedure for Critical Point Computations

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“…The procedure is independent of element formulations, if capable to handle large incremental displacements and rotations. Similar results as presented here have been obtained also for solid elements, see Reference . Further developments will be focused on enlarging the convergence domain to improve the robustness.…”
Section: Discussionsupporting
confidence: 86%
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“…The procedure is independent of element formulations, if capable to handle large incremental displacements and rotations. Similar results as presented here have been obtained also for solid elements, see Reference . Further developments will be focused on enlarging the convergence domain to improve the robustness.…”
Section: Discussionsupporting
confidence: 86%
“…Solution of the augmented system by the block elimination method requires factorization of one matrix of order n , reductions and back‐substitutions of 2(1 + p ) RHS‐vectors. An alternative scheme suitable for the use of iterative linear solvers is described in , which operates directly with , but the preconditioner is set up in a block form and the incomplete factorization (or some other preconditioner) need to be computed only for the standard stiffness matrix.…”
Section: Determination Of Critical Pointsmentioning
confidence: 99%