Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0263-8231(01)00031-3
DC FieldValue
dc.titleBuckling of circular plates with an internal ring support and elastically restrained edges
dc.contributor.authorWang, C.Y.
dc.contributor.authorWang, C.M.
dc.date.accessioned2014-06-17T08:14:49Z
dc.date.available2014-06-17T08:14:49Z
dc.date.issued2001-09
dc.identifier.citationWang, C.Y., Wang, C.M. (2001-09). Buckling of circular plates with an internal ring support and elastically restrained edges. Thin-Walled Structures 39 (9) : 821-825. ScholarBank@NUS Repository. https://doi.org/10.1016/S0263-8231(01)00031-3
dc.identifier.issn02638231
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65262
dc.description.abstractPresented herein are the exact buckling solutions of circular plates with a concentric internal ring support and elastically restrained edges. This study shows the existence of buckling mode switching with respect to the radius of the internal ring support. Generally the plate buckles in an axisymmetric mode but when the ring support radius becomes small, the plate may buckle in an asymmetric mode. The cross-over ring support radius varies from 0.081 to 0.152 times the plate radius, depending on the rotational stiffness of the elastic restraint at the edges. © Elsevier science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0263-8231(01)00031-3
dc.sourceScopus
dc.subjectBuckling
dc.subjectCircular plates
dc.subjectElastically restrained edges
dc.subjectMode switching
dc.subjectRing support
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0263-8231(01)00031-3
dc.description.sourcetitleThin-Walled Structures
dc.description.volume39
dc.description.issue9
dc.description.page821-825
dc.description.codenTWASD
dc.identifier.isiut000170754700006
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