A six-node pentagonal assumed natural strain solid–shell element
Author:
Publisher
Elsevier BV
Subject
Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis
Reference22 articles.
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3. An efficient assumed strain element model with six dof per node for geometrically nonlinear shells;Park;Int. J. Numer. Methods Eng.,1995
4. Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept;Roehl;Int. J. Solids Struct.,1996
5. A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains;Betsch;Comput. Methods Appl. Mech. Eng.,1996
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