Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9399(2003)129:6(683)
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dc.titleRitz buckling analysis of rectangular plates with internal hinge
dc.contributor.authorXiang, Y.
dc.contributor.authorWang, C.M.
dc.contributor.authorWang, C.Y.
dc.contributor.authorSu, G.H.
dc.date.accessioned2014-06-17T08:24:19Z
dc.date.available2014-06-17T08:24:19Z
dc.date.issued2003-06
dc.identifier.citationXiang, Y., Wang, C.M., Wang, C.Y., Su, G.H. (2003-06). Ritz buckling analysis of rectangular plates with internal hinge. Journal of Engineering Mechanics 129 (6) : 683-688. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:6(683)
dc.identifier.issn07339399
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66107
dc.description.abstractThis paper presents the Ritz method for buckling analysis of rectangular plates with an internal line hinge. The Ritz method involves the domain decomposition method to cater for the discontinuity of slope at the hinge line. The correctness of the Ritz formulation and solutions is confirmed by the exact solutions derived using the Levy method for plates with two opposite sides simply supported. Based on the Ritz method, buckling factors are generated for rectangular plates of various aspect ratios, hinge locations, and support and loading conditions.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9399(2003)129:6(683)
dc.sourceScopus
dc.subjectBuckling
dc.subjectHinges
dc.subjectPlates
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9399(2003)129:6(683)
dc.description.sourcetitleJournal of Engineering Mechanics
dc.description.volume129
dc.description.issue6
dc.description.page683-688
dc.identifier.isiut000182979100012
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