An efficient assumed strain element model with six DOF per node for geometrically non-linear shells-Reference-Cited by-同舟云学术

An efficient assumed strain element model with six DOF per node for geometrically non-linear shells

Published:1995-12-30 Issue:24 Volume:38 Page:4101-4122
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng.

Author:

Park Hoon C.,Cho Chahngmin,Lee Sung W.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference26 articles.

1. Analysis of thick and thin shell structures by curved finite elements

2. ‘A plate/shell element for large deflections and rotations’, in and (eds.), Finite Element Analysis, MIT Press, Cambridge, Massachusetts, 1977, pp. 264-293.

3. A geometric and material nonlinear plate and shell element

4. Nonlinear finite element analysis of shells: Part I. three-dimensional shells

5. Geometrically nonlinear formulation for the curved shell elements

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