A stabilized hybrid-stress solid element for geometrically nonlinear homogeneous and laminated shell analyses
type: Item
instance of: scholarly article
title: A stabilized hybrid-stress solid element for geometrically nonlinear homogeneous and laminated shell analyses
zbMATH Open document ID: 1098.74714
DOI: 10.1016/S0045-7825(01)00362-0
author: V. Pereyra
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 2002-05-15T00:00:00Z
Mathematics Subject Classification ID: 74S05
Mathematics Subject Classification ID: 74K25
Mathematics Subject Classification ID: 74E30
zbMATH DE Number: 1742009
zbMATH Keywords: Solid-shell
zbMATH Keywords: Hybrid-stress
zbMATH Keywords: Geometric nonlinear
zbMATH Keywords: Stabilization
zbMATH Keywords: Laminate
describes a project that uses: MARC
describes a project that uses: MSC.MARC
MaRDI profile type: Publication
cites work: An eighteen-node solid element for thin shell analysis
cites work: A solid element formulation for large deflection analysis of composite shell structures
cites work: Hybrid hexahedral element for solids, plates, shells and beams by selective scaling
cites work: An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
cites work: A continuum‐based shell theory for non‐linear applications
cites work: An efficient assumed strain element model with six DOF per node for geometrically non‐linear shells
cites work: A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains
cites work: Q4365975
cites work: A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
cites work: A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part I?solid-shell element formulation
cites work: Families of 4-node and 9-node finite elements for a finite deformation shell theory. An assessment of hybrid stress, hybrid strain and enhanced strain elements
cites work: A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
cites work: Assumed strain stabilization procedure for the 9‐node Lagrange shell element
cites work: Hybrid semiLoof element for buckling of thin-walled structures
cites work: On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
cites work: Finite elements based on consistently assumed stresses and displacements
cites work: A novel approach for devising higher‐order hybrid elements
cites work: An explicit hybrid-stabilized 9-node Lagrangian shell element
cites work: A nine-node assumed-strain finite element for composite plates and shells
cites work: A fast incremental/iterative solution procedure that handles “snap-through”
cites work: Large deflection and post-buckling analysis of shell structures
cites work: A finite rotation shell theory with application to composite structures
full work available at URL: s0045-7825(01)00362-0
OpenAlex ID: W1980984619
description: scientific article; zbMATH DE number 1742009