Instabilities induced by coarse meshes for a nonlinear shell problem

DOI10.1108/02644409610128445zbMath0983.74575OpenAlexW1988503925WikidataQ128126954 ScholiaQ128126954MaRDI QIDQ2721434

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Publication date: 29 April 2002

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644409610128445

zbMATH Keywords

nonlinear analysismesh

Mathematics Subject Classification ID

Shells (74K25) Mesh generation, refinement, and adaptive methods for boundary value problems involving PDEs (65N50) Numerical and other methods in solid mechanics (74S99)

Related Items (9)

Adaptive hierarchical enrichment for delamination fracture using a decohesive zone model ⋮ On path-following methods for structural failure problems ⋮ Finite-strain low order shell using least-squares strains and two-parameter thickness extensibility ⋮ Asymmetric quadrilateral shell elements for finite strains ⋮ Hybrid-Mixed Shell Finite Elements and Implicit Dynamic Schemes for Shell Post-buckling ⋮ Stress resultant plasticity for shells revisited ⋮ A finite-strain solid-shell using local Löwdin frames and least-squares strains ⋮ Postbuckling performance of the TRIC natural mode triangular element for isotropic and laminated composite shells ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

Cites Work

• Snap‐through and snap‐back response in concrete structures and the dangers of under‐integration
• A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
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