Large‐strain elasto‐plastic shell analysis using low‐order elements

DOI10.1108/02644400110365905zbMath1013.74063OpenAlexW2084953424MaRDI QIDQ2726104

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Publication date: 6 July 2003

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

Full work available at URL: https://doi.org/10.1108/02644400110365905

zbMATH Keywords

internal pressurequadrilateral elementtriangular elementhydrostatic bulgingHills yield criterionLankford constantlarge-strain formulationslow-order shell elementsrectangular diaphragmssteel box

Mathematics Subject Classification ID

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 (4)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Rotation shape functions for a low-order quadrilateral plate element with mid-side rotations ⋮ A large‐strain elasto–plastic shell formulation using the Morley triangle ⋮ A semi-implicit finite strain shell algorithm using in-plane strains based on least-squares

Cites Work

• Nonlinear thin shell analysis using a curved triangular element
• A comparison of three-dimensional continuum and shell elements for finite plasticity
• Rotation shape functions for a low-order quadrilateral plate element with mid-side rotations
• A large‐strain elasto–plastic shell formulation using the Morley triangle
• A comparison of lagrangian and serendipity mindlin plate elements for free vibration analysis
• A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
• A study of quadrilateral plate bending elements with ‘reduced’ integration
• A CO-ROTATIONAL FORMULATION FOR 2-D CONTINUA INCLUDING INCOMPATIBLE MODES
• Improved numerical integration of thick shell finite elements

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