Buckling of multilayered composite plates by natural shear deformation matrix theory
type: Item
instance of: scholarly article
title: Buckling of multilayered composite plates by natural shear deformation matrix theory
zbMATH Open document ID: 0846.73015
DOI: 10.1016/0045-7825(94)90039-6
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 1996-05-06T00:00:00Z
review text: The study discusses buckling of multilayered composite plates from the standpoint of a natural shear deformation theory which is developed and shaped by means of matrix language on a model facet three-node triangular finite element. Isotropic, sandwich, and hybrid plates can also be treated. It is shown that by invoking a physical decomposition and lumping concept, evolved through the adoption of a natural coordinate system in harmony with the given element geometry, an assembly of three edge-beams is created and is solely responsible for the carrying of the transverse shear forces.
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74E30
Mathematics Subject Classification ID: 74K20
zbMATH DE Number: 873929
zbMATH Keywords: facet three-node triangular finite element
zbMATH Keywords: physical decomposition
zbMATH Keywords: lumping concept
zbMATH Keywords: natural coordinate system
zbMATH Keywords: three edge-beams
author: John Argyris
author: Lazarus Teneketzis Tenek
describes a project that uses: MACSYMA
MaRDI profile type: Publication
full work available at URL: 0045-7825(94)90039-6
OpenAlex ID: W2065786060
cites work: Q5543373
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description: scientific article; zbMATH DE number 873929