Buckling of annular plates elastically restrained against rotation along edges

Please use this identifier to cite or link to this item: https://doi.org/10.1016/0263-8231(95)00052-6

Title:	Buckling of annular plates elastically restrained against rotation along edges
Authors:	Thevendran, V. Wang, C.M.
Issue Date:	Jul-1996
Citation:	Thevendran, V., Wang, C.M. (1996-07). Buckling of annular plates elastically restrained against rotation along edges. Thin-Walled Structures 25 (3) : 231-246. ScholarBank@NUS Repository. https://doi.org/10.1016/0263-8231(95)00052-6
Abstract:	The problem of elastic buckling of thin annular plates under in-plane radial loads along either free or simply supported with elastic rotational restraints at inner and outer edges has been analysed. A variant of the classical energy methods has been used to obtain a comprehensive set of new buckling results for several combinations of boundary conditions with partial rotational fixity. Results for the special case of simply supported full circular plates with elastic rotational restraint are also obtained by making the inner edge free and permitting the inner radius to become very small. Copyright © 1996 Elsevier Science Ltd.
Source Title:	Thin-Walled Structures
URI:	http://scholarbank.nus.edu.sg/handle/10635/65258
ISSN:	02638231
DOI:	10.1016/0263-8231(95)00052-6
Appears in Collections:	Staff Publications

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