ELIMINATION OF SELF-STRAINING IN 4-NODED PLATE ELEMENTS FOR LARGE DEFLECTION ANALYSIS

Authors
SOH AK SOH CK
Citation
Ak. Soh et Ck. Soh, ELIMINATION OF SELF-STRAINING IN 4-NODED PLATE ELEMENTS FOR LARGE DEFLECTION ANALYSIS, Computers & structures, 47(2), 1993, pp. 341-342
Citations number
3
Categorie Soggetti
Computer Sciences","Computer Application, Chemistry & Engineering",Engineering,"Computer Applications & Cybernetics
Journal title
Computers & structures → ACNP
ISSN journal
00457949
Volume
47
Issue
2
Year of publication
1993
Pages
341 - 342
Database
ISI
SICI code
0045-7949(1993)47:2<341:EOSI4P>2.0.ZU;2-Z
Abstract
A method has been proposed to solve the self-straining problem of four -noded plate elements by analysing large deflection problems. The resu lts obtained by the proposed method for a test example are found to be in good agreement with those of the exact solution.