Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0263-8231(03)00109-5
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dc.titleStability criteria for rectangular plates subjected to intermediate and end inplane loads
dc.contributor.authorWang, C.M.
dc.contributor.authorChen, Y.
dc.contributor.authorXiang, Y.
dc.date.accessioned2014-06-17T08:25:16Z
dc.date.available2014-06-17T08:25:16Z
dc.date.issued2004-01
dc.identifier.citationWang, C.M., Chen, Y., Xiang, Y. (2004-01). Stability criteria for rectangular plates subjected to intermediate and end inplane loads. Thin-Walled Structures 42 (1) : 119-136. ScholarBank@NUS Repository. https://doi.org/10.1016/S0263-8231(03)00109-5
dc.identifier.issn02638231
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66189
dc.description.abstractThis paper is concerned with the elastic buckling of rectangular plates subjected to intermediate and end uniaxial inplane loads, whose direction is parallel to two simply supported edges. The aforementioned buckling problem is solved by decomposing the plate into two subplates at the location where the intermediate uniaxial load acts. Each subplate buckling problem is solved exactly using the Levy approach and the two solutions brought together by matching the continuity equations at the separated interface. It is worth noting that there are five possible solutions for each subplate and consequently there are 25 combinations of solutions to be considered. For different boundary conditions, the buckling solutions comprise of different combinations. For each boundary condition, the correct solution combination depends on the ratio of the intermediate load to the end load. The exact stability criteria, presented both in tabulated and in graphical forms, should be useful for engineers designing walls or plates that have to support intermediate floors/loads. © 2003 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0263-8231(03)00109-5
dc.sourceScopus
dc.subjectBuckling
dc.subjectIntermediate load
dc.subjectLevy method
dc.subjectRectangular plates
dc.subjectStability criteria
dc.subjectThin plate theory
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0263-8231(03)00109-5
dc.description.sourcetitleThin-Walled Structures
dc.description.volume42
dc.description.issue1
dc.description.page119-136
dc.description.codenTWASD
dc.identifier.isiut000187716000007
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