Influence of membrane stresses on postbuckling of rectangular plates using a nonlinear elastic 3-D cosserat brick element

DOI10.1007/s00466-005-0023-8zbMath1178.74105OpenAlexW4248347411MaRDI QIDQ1015585

M. B. Rubin, D. Klepach

Publication date: 8 May 2009

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-005-0023-8

zbMATH Keywords

PlatesNonlinearFinite elementPostbucklingCosseratElasticMembrane stresses

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items

Postbuckling response and ultimate strength of a compressed rectangular elastic plate using a 3-D Cosserat brick element ⋮ Cosserat point element \((CPE)\) for finite deformation of orthotropic elastic materials ⋮ An improved 3-D brick Cosserat point element for irregular shaped elements ⋮ Modified torsion coefficients for a 3-D brick Cosserat point element

Uses Software

• ANSYS

Cites Work

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• A new 3-D finite element for nonlinear elasticity using the theory of a Cosserat point.
• Response of a nonlinear elastic general Cosserat brick element in simulations typically exhibiting locking and hourglassing
• Numerical solution of axisymmetric nonlinear elastic problems including shells using the theory of a Cosserat point
• On the Theory of a Cosserat Point and Its Application to the Numerical Solution of Continuum Problems
• On the Numerical Solution of One-Dimensional Continuum Problems Using the Theory of a Cosserat Point
• The Non-Linear Boundary Value Problem of the Buckled Plate
• The post buckling behavior of a clamped circular plate