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Transverse shear oscillations in four-node quadrilateral plate elements

✍ Scribed by David Lasry; Ted Belytschko

Publisher
Elsevier Science
Year
1987
Tongue
English
Weight
498 KB
Volume
27
Category
Article
ISSN
0045-7949

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πŸ“œ SIMILAR VOLUMES

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Simple and efficient shear flexible two-
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## Abstract Several simple and accurate CΒ° two‐node arch/beam and four‐node cylindrical shell/plate finite elements are presented in this paper. The formulation used here is based on the refined theory of thick cylindrical shells and the quasi‐conforming element technique. Unlike most CΒ° elements,