A large‐strain elasto–plastic shell formulation using the Morley triangle

DOI10.1002/nme.232zbMath1017.74074OpenAlexW2168051276MaRDI QIDQ2770991

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Publication date: 13 February 2002

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.232

zbMATH Keywords

finite elementsco-rotational formulationMorley trianglenode numberinglocal deformation gradientdiscrete-Kirchhoff approachlarge-strain elasto-plastic shell formulation

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 ⋮ Finite strain plasticity, the stress condition and a complete shell model ⋮ Large‐strain elasto‐plastic shell analysis using low‐order elements ⋮ A thin plate formulation without rotation DOFs based on the radial point interpolation method and triangular cells

Cites Work

• Finite rotation analysis and consistent linearization using projectors
• Nonlinear thin shell analysis using a curved triangular element
• A comparison of three-dimensional continuum and shell elements for finite plasticity
• Large‐strain elasto‐plastic shell analysis using low‐order elements
• A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
• An energy‐conserving co‐rotational procedure for the dynamics of shell structures
• Non‐linear transient finite element analysis with convected co‐ordinates

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