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Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.tws.2005.08.001
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dc.titleBuckling of circular plates under intermediate and edge radial loads
dc.contributor.authorAung, T.M.
dc.contributor.authorWang, C.M.
dc.date.accessioned2014-06-17T08:14:48Z
dc.date.available2014-06-17T08:14:48Z
dc.date.issued2005-12
dc.identifier.citationAung, 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
dc.identifier.issn02638231
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65261
dc.description.abstractThis 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.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.tws.2005.08.001
dc.sourceScopus
dc.subjectBuckling
dc.subjectCircular plates
dc.subjectIntermediate radial load
dc.subjectStability criteria
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/j.tws.2005.08.001
dc.description.sourcetitleThin-Walled Structures
dc.description.volume43
dc.description.issue12
dc.description.page1926-1933
dc.description.codenTWASD
dc.identifier.isiut000233785200007
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