Towards automatic adaptive geometrically non‐linear shell analysis. Part I: Implementation of an h‐adaptive mesh refinement procedure
From MaRDI portal
Publication:4314978
DOI10.1002/nme.1620371509zbMath0808.73071OpenAlexW2033863234MaRDI QIDQ4314978
Knut Morten Okstad, Kjell M. Mathisen
Publication date: 1 December 1994
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.1620371509
step-length controla posteriori error estimationsmart algorithmsglobal incremental/iterative processes
Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15) Mesh generation, refinement, and adaptive methods for boundary value problems involving PDEs (65N50)
Related Items
Unnamed Item, Automatic adaptive mesh upgrade schemes of the step-by-step incremental simulation for quasi-linear viscoplastic granular materials, Automatic adaptive refinement for shell analysis using nine-node assumed strain element, Gradient‐based refinement indicators in adaptive finite element analysis with special reference to sheet metal forming, Unnamed Item, Finite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995), Co-rotational flat facet triangular elements for shell instability analyses., Implementation and adaptivity of a space-time finite element method for structural dynamics, Unnamed Item, An efficient shape-preserving curve fitting technique for complex structures, Error estimates and adaptive finite element methods, A simple local a posteriori bending indicator for axisymmetric membrane and bending shell elements, Adaptivity and wrinkle indication in sheet metal-forming, An \(h\)-adaptive method for elasto-plastic shell problems, Element formulation and numerical techniques for stability problems in shells
