The four-noded quadrilateral with a \(2\times 1\) integration rule: Application to plates and other problems
type: Item
instance of: scholarly article
title: The four-noded quadrilateral with a \(2\times 1\) integration rule: Application to plates and other problems
zbMATH Open document ID: 0918.73133
DOI: 10.1016/S0045-7825(97)00073-X
author: M. Küssner
author: B. D. Reddy
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 1999-08-05T00:00:00Z
Mathematics Subject Classification ID: 74S05
Mathematics Subject Classification ID: 74K20
zbMATH DE Number: 1161072
MaRDI profile type: Publication
cites work: A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
cites work: Efficient implementation of quadrilaterals with high coarse-mesh accuracy
cites work: A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
cites work: Letters to the editor
cites work: Eigenvalue analysis of compatible and incompatible rectangular four-node quadrilateral elements
cites work: Rational approach for assumed stress finite elements
cites work: Some low‐order quadrilateral elements based on novel integration rules
cites work: Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
cites work: A class of mixed assumed strain methods and the method of incompatible modes
cites work: A non-conforming element for stress analysis
cites work: A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS
full work available at URL: s0045-7825(97)00073-x
OpenAlex ID: W1984315754
description: scientific article; zbMATH DE number 1161072