A large‐strain elasto–plastic shell formulation using the Morley triangle-Reference-Cited by-同舟云学术

A large‐strain elasto–plastic shell formulation using the Morley triangle

Published:2001-11-20 Issue:8 Volume:52 Page:829-849
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:
Short-container-title:Int. J. Numer. Meth. Engng.

Author:

Kolahi A. S.,Crisfield M. A.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference16 articles.

1. A comparison of three-dimensional continuum and shell elements for finite plasticity

2. The constant-moment plate-bending element

3. Formulation, evaluation and application of new triangular, quadrilateral, pentagonal and hexagonal discrete Kirchhoff plate/shell elements. In Proceedings European Conference on Computational Mechanics (CD-rom), (ed.), Lehrstugl fur Statik, TU Munchen, Germany, Structural Engineering, 1999; 134-154.

4. A consistent co-rotational formulation for shells using the constant stress/constant moment triangle

5. An energy‐conserving co‐rotational procedure for the dynamics of shell structures

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