Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65520
DC FieldValue
dc.titleElastic buckling of tapered circular plates
dc.contributor.authorWang, C.M.
dc.contributor.authorHong, G.M.
dc.contributor.authorTan, T.J.
dc.date.accessioned2014-06-17T08:17:41Z
dc.date.available2014-06-17T08:17:41Z
dc.date.issued1995-06-17
dc.identifier.citationWang, C.M.,Hong, G.M.,Tan, T.J. (1995-06-17). Elastic buckling of tapered circular plates. Computers and Structures 55 (6) : 1055-1061. ScholarBank@NUS Repository.
dc.identifier.issn00457949
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65520
dc.description.abstractThis paper is concerned with the elastic buckling of tapered circular plates. The study is prompted by the fact that results hitherto available are restricted to a narrow range of taper parameters and are somewhat different from each other. For the buckling analysis, a simple and yet accurate numerical method is presented. It is based on the shooting method and the Rayleigh-Ritz approach. Comprehensive generic buckling results of circular plates with linearly and parabolically varying thicknesses are generated. Comparison studies of the buckling results showed that some of the existing results were erroneous. Optimal values of taper parameters for such tapered plates are also given. © 1995.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleComputers and Structures
dc.description.volume55
dc.description.issue6
dc.description.page1055-1061
dc.description.codenCMSTC
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.