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A quadratic assumed natural strain triangular element for plate bending analysis

✍ Scribed by Sze, K. Y. ;Zhu, Dan

Publisher: John Wiley and Sons
Year: 1998
Tongue: English
Weight: 179 KB
Volume: 14
Category: Article
ISSN: 1069-8299
DOI: 10.1002/(sici)1099-0887(199811)14:11<1013::aid-cnm204>3.0.co;2-v

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✦ Synopsis

In this paper, a six-node triangular C 0 plate bending element is developed by the assumed natural strain method. In the element, all the sampled natural transverse shear strains are chosen such that the latter has a favourable constraint index and the strains are optimized with respect to a linear pure moment ®eld. The element passes the patch tests, yields satisfactory accuracy and shows no sign of shear locking in all the problems considered.

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