On the comparison of two solid-shell formulations based on in-plane reduced and full integration schemes in linear and non-linear applications-Reference-Cited by-同舟云学术

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On the comparison of two solid-shell formulations based on in-plane reduced and full integration schemes in linear and non-linear applications

Published:2015-12 Issue: Volume:107 Page:44-59
ISSN:0168-874X
Container-title:Finite Elements in Analysis and Design
language:en
Short-container-title:Finite Elements in Analysis and Design

Author:

Bettaieb A. Ben,Velosa de Sena J.l,Alves de Sousa R.J.,Valente R.A.F.,Habraken A.M.,Duchêne L.

Funder

Belgian Research Fund

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference56 articles.

1. A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: part I – geometrically linear applications;Alves de Sousa;Int. J. Numer. Methods Eng.,2005

2. A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness – part II: nonlinear applications;Alves de Sousa;Int. J. Numer. Methods Eng.,2006

3. A class of mixed assumed strain methods and the method of incompatible modes;Simo;Int. J. Numer. Methods Eng.,1990

4. A continuum mechanics based four-node shell element for general nonlinear analysis;Dvorkin;Eng. Comput.,1984

5. A systematic development of 'solid-shell' element formulations for linear and non-linear analyses employing only displacement degrees of freedom;Hauptmann;Int. J. Numer. Methods Eng.,1998

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