Buckling of thick skew plates

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)21_Publication in refereed journalNot applicablepeer-review

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Author(s)

Detail(s)

Original languageEnglish
Pages (from-to)1299-1310
Journal / PublicationInternational Journal for Numerical Methods in Engineering
Volume36
Issue number8
Online published29 Jun 1992
Publication statusPublished - 30 Apr 1993
Externally publishedYes

Abstract

The paper considers the elastic buckling of thick skew plates. Up to now, very little work has been done on this subject and the paper aspires to fill this gap. Based on the principle of stationary total potential energy and the recently developed pb-2 Rayleigh-Ritz method as a solution procedure, buckling solutions for skew plates of various aspect ratios, skew angles and boundary conditions are determined. The tabulation of these results, not available thus far, should be useful to designers and researchers who may use them as benchmark values to test the validity and convergence of their numerical techniques and softwares for thick plate analysis.

Citation Format(s)

Buckling of thick skew plates. / Kitipornchai, S.; Xiang, Y.; Wang, C. M.; Liew, K. M.

In: International Journal for Numerical Methods in Engineering, Vol. 36, No. 8, 30.04.1993, p. 1299-1310.

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)21_Publication in refereed journalNot applicablepeer-review