Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9399(2001)127:3(254)
DC FieldValue
dc.titleAxisymmetric buckling of reddy circular plates on pasternak foundation
dc.contributor.authorWang, C.M.
dc.contributor.authorXiang, Y.
dc.contributor.authorWang, Q.
dc.date.accessioned2014-06-17T08:14:03Z
dc.date.available2014-06-17T08:14:03Z
dc.date.issued2001-03
dc.identifier.citationWang, C.M., Xiang, Y., Wang, Q. (2001-03). Axisymmetric buckling of reddy circular plates on pasternak foundation. Journal of Engineering Mechanics 127 (3) : 254-259. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:3(254)
dc.identifier.issn07339399
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65193
dc.description.abstractPresented herein are the exact axisymmetric buckling solutions of Reddy circular plates on the Pasternak foundation and subjected to a uniform radial load. The boundary conditions of the circular plates covered in this study are (1) simply supported edges; (2) clamped edges; and (3) simply supported edges with elastic rotational restraints. The Reddy buckling solutions are expressed in terms of the corresponding well-known Kirchhoff buckling solutions of circular plates without the elastic foundation. Sample buckling results of Reddy plates are also presented, which should be useful as benchmark solutions for testing numerical solutions and techniques.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9399(2001)127:3(254)
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9399(2001)127:3(254)
dc.description.sourcetitleJournal of Engineering Mechanics
dc.description.volume127
dc.description.issue3
dc.description.page254-259
dc.description.codenJENMD
dc.identifier.isiut000167158100006
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