Rotation-free finite element for the nonlinear analysis of beams and axisymmetric shells

DOI10.1016/j.cma.2005.08.021zbMath1120.74050OpenAlexW2070222412WikidataQ59486171 ScholiaQ59486171MaRDI QIDQ996632

Fernando G. Flores, Eugenio Oñate

Publication date: 24 September 2007

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2005.08.021

zbMATH Keywords

convergencelarge strainselastic-plastic materials

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Shells (74K25)

Related Items

A rotation-free corotational plane beam element for non-linear analyses ⋮ A rotation-free thin shell quadrilateral ⋮ A comparison of rotation-free triangular shell elements for unstructured meshes

Uses Software

• ABAQUS

Cites Work

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• A simple class of finite elements for plate and shell problems. II: An element for thin shells, with only translational degrees of freedom
• Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle
• A theory of the yielding and plastic flow of anisotropic metals