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A conforming triangular finite element plate bending solution

✍ Scribed by Edoardo Anderheggen


Publisher
John Wiley and Sons
Year
1970
Tongue
English
Weight
314 KB
Volume
2
Category
Article
ISSN
0029-5981

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In this paper, a six-node triangular C plate bending element is developed by the assumed strain formulation. The sampled transverse shear strains in the element are chosen such that the latter has a favourable constraint index of shear locking and the strains are optimized with respect to a linear p

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This communication presents a simple algorithm to compute the stiffness matrix for a triangular plate bending element, without numerical integration. This brings about a substantial saving in computer time.