ON THE ASSUMED STRAIN FORMULATION WITH SELECTIVE POLYNOMIAL ORDER ENRICHMENT FOR P-VERSION SHELLS

Authors
Citation
J. Fish et R. Guttal, ON THE ASSUMED STRAIN FORMULATION WITH SELECTIVE POLYNOMIAL ORDER ENRICHMENT FOR P-VERSION SHELLS, Computers & structures, 63(5), 1997, pp. 899-913
Citations number
16
Categorie Soggetti
Computer Sciences","Computer Application, Chemistry & Engineering","Computer Science Interdisciplinary Applications","Engineering, Civil
Journal title
ISSN journal
00457949
Volume
63
Issue
5
Year of publication
1997
Pages
899 - 913
Database
ISI
SICI code
0045-7949(1997)63:5<899:OTASFW>2.0.ZU;2-W
Abstract
A family of hierarchical shell elements based on assumed strain formul ation has been developed to enhance the performance of displacement-ba sed hierarchical shell elements typically up to polynomial order six. For thin shells, hierarchical assumed strain elements with five degree s-of-freedom (two rotations and three mid-plane translations) and six degrees of freedom (three translations on the top and bottom surfaces of the shell) per hierarchical mode have been formulated. Hierarchical in-plane modes are adaptively selected on the basis of their ability to reduce solution errors. For thick shells both in-plane and through- the-thickness mode selection is controlled by the process of adaptivit y. Numerical experiments have been carried out to test the usefulness of assumed strain formulation in the framework of the p-method combine d with selective polynomial escalation. The sensitivity to element dis tortion and influence of super-parametric formulation on the rate of c onvergence have been numerically assessed. (C) 1997 Elsevier Science L td.