Insight into 3-node triangular shell finite elements: the effects of element isotropy and mesh patterns

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In this paper, we study the convergence characteristics of some 3-node triangular shell finite elements. We review the formulations of three different isotropic 3-node elements and one non-isotropic 3-node element. We analyze a clamped plate problem and a hyperboloid shell problem using various mesh topologies and present the convergence curves using the s-norm. Considering simple bending tests, we also study the transverse shear strain fields of the shell finite elements. The results and insight given are valuable for the proper use and the further development of triangular shell finite elements. (c) 2006 Elsevier Ltd. All rights reserved.
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Issue Date
2007-04
Language
English
Article Type
Article
Keywords

DISCRETIZATIONS; MODEL

Citation

COMPUTERS STRUCTURES, v.85, no.7-8, pp.404 - 418

ISSN
0045-7949
DOI
10.1016/j.compstruc.2006.10.006
URI
http://hdl.handle.net/10203/89709
Appears in Collection
ME-Journal Papers(저널논문)
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