AN UNSYMMETRIC STRESS FORMULATION FOR REISSNER-MINDLIN PLATES: A SIMPLE AND LOCKING-FREE RECTANGULAR ELEMENT
Author:
Publisher
World Scientific Pub Co Pte Lt
Subject
Computational Mathematics,Computational Theory and Mathematics
Link
http://www.worldscientific.com/doi/pdf/10.1142/S1465876304002587
Reference54 articles.
1. Static and dynamic analysis of plates using finite element and boundary element techniques — A bibliography (1992–1994)
2. A survey of recent shell finite elements
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