Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.tws.2005.08.001
Title: Buckling of circular plates under intermediate and edge radial loads
Authors: Aung, T.M.
Wang, C.M. 
Keywords: Buckling
Circular plates
Intermediate radial load
Stability criteria
Issue Date: Dec-2005
Citation: Aung, T.M., Wang, C.M. (2005-12). Buckling of circular plates under intermediate and edge radial loads. Thin-Walled Structures 43 (12) : 1926-1933. ScholarBank@NUS Repository. https://doi.org/10.1016/j.tws.2005.08.001
Abstract: This brief note is concerned with the elastic buckling problem of a circular plate subjected to both intermediate and edge radial loads. The stability criteria, in the form of transcendental equations, are derived as a function of the location of the intermediate load and the ratio of the magnitudes of the intermediate load and the edge load. Sample buckling results are presented for this new buckling problem. © 2005 Elsevier Ltd. All rights reserved.
Source Title: Thin-Walled Structures
URI: http://scholarbank.nus.edu.sg/handle/10635/65261
ISSN: 02638231
DOI: 10.1016/j.tws.2005.08.001
Appears in Collections:Staff Publications

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