A special incremental–iterative solution technique for non‐linear structural analysis including snap‐through
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Publication:4850226
DOI10.1002/cnm.1640110809zbMath0844.73080OpenAlexW2069129333MaRDI QIDQ4850226
No author found.
Publication date: 2 September 1996
Published in: Communications in Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/cnm.1640110809
conjugate gradient methodNewton-Raphson methodlimit pointsnonlinear equilibrium pathspseudoload methodarc length schemenonpositive-definite tangential stiffness matrixtangential matrix
Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99)
Cites Work
- Application of ring elements in the nonlinear analysis of shells of revolution under nonaxisymmetric loading
- A new look at the Lanczos algorithm for solving symmetric systems of linear equations
- Nonlinear finite element analysis of shells. I. Three-dimensional shells
- Tracing post-limit-point paths with incomplete or without factorization of the stiffness matrix
- Composite Newton-PCG and quasi-Newton iterations for nonlinear consolidation
- A fast incremental/iterative solution procedure that handles “snap-through”
- A Newton-Lanczos method for solution of non-linear finite element equations
- Solution of Sparse Indefinite Systems of Linear Equations
- Solution techniques for non−linear finite element problems
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