Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65276
DC FieldValue
dc.titleBuckling solutions of rectangular Mindlin plates under uniform shear
dc.contributor.authorWang, C.M.
dc.contributor.authorXiang, Y.
dc.contributor.authorKitipornchai, S.
dc.date.accessioned2014-06-17T08:14:58Z
dc.date.available2014-06-17T08:14:58Z
dc.date.issued1994-11
dc.identifier.citationWang, C.M.,Xiang, Y.,Kitipornchai, S. (1994-11). Buckling solutions of rectangular Mindlin plates under uniform shear. Journal of Engineering Mechanics 120 (11) : 2462-2470. ScholarBank@NUS Repository.
dc.identifier.issn07339399
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65276
dc.description.abstractThe critical shear loads for rectangular Mindlin plates have been computed for a large practical range of plate dimensions and six boundary conditions involving simply supported and clamped edges. For relatively long plates (aspect ratio, a/b, = 3), the boundary conditions at the shorter edges negligibly affect the critical shear load, while the edge conditions of the longer edges can influence the shear load significantly.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Engineering Mechanics
dc.description.volume120
dc.description.issue11
dc.description.page2462-2470
dc.description.codenJENMD
dc.identifier.isiutNOT_IN_WOS
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