scientific article; zbMATH DE number 1444557

zbMATH Open0989.74065MaRDI QIDQ4953614

Erwin Stein, P. Betsch

Publication date: 28 July 2002

Title of this publication is not available (Why is that?)

zbMATH Keywords

bilinear elementnonlinear enhanced assumed strain methodenhanced covariant base vectorsexpansioni of material displacement gradientextensible directorquadrilateral continuum-based shell element

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (3)

Title not available (Why is that?) ⋮ A four-node shell element with enhanced bending performance for springback analysis ⋮ Assessment of 4-node EAS-ANS shell elements for large deformation analysis

Recommendations

• Title not available (Why is that?) 👍 👎
• Nonlinear formulations of a four-node quasi-conforming shell element 👍 👎
• On implementation of a nonlinear four node shell finite element for thin multilayered elastic shells 👍 👎
• A nonlinear extensible 4-node shell element based on continuum theory and assumed strain interpolations 👍 👎
• A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains 👍 👎
• Nonlinear postbuckling analysis of plates and shells by four-noded strain element 👍 👎
• A 4-node assumed strain quasi-conforming shell element with 6 degrees of freedom 👍 👎
• A four-node, shear-deformable shell element developed via explicit Kirchhoff constraints 👍 👎
• Four-Node Quadrilateral Element with Continuous Nodal Stress for Geometrical Nonlinear Analysis 👍 👎
• An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element 👍 👎

This page was built for publication:

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q4953614)