Elastic buckling of radially loaded circular plates on nonaxisymmetric internal supports

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)22_Publication in policy or professional journalNot applicable

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Detail(s)

Original languageEnglish
Pages (from-to)545-554
Journal / PublicationMechanics of Structures and Machines
Volume21
Issue number4
Publication statusPublished - 1 Jan 1993
Externally publishedYes

Abstract

This paper concerns the elastic buckling of radial, uniformly loaded, thin circular plates that are continuous over nonaxisymmetric internal line/ curved supports. The recently developed pb-2 Rayleigh-Ritz method [t] is used for the analysis. In the formulation, the entire circular plate is treated as a single continuum element, even when there are complicated internal curved supports. Because the pb-2 Ritz function is expressed as a product of two kinds of shape functions, one of which satisfies the plate. © 1993, Taylor & Francis Group, LLC. All rights reserved.