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|Title:||Buckling of annular plates elastically restrained against rotation along edges||Authors:||Thevendran, V.
|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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