Please use this identifier to cite or link to this item: https://doi.org/10.1007/BF00804755
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dc.titleAnalytical buckling solutions for circular Mindlin plates: inclusion of inplane prebuckling deformation
dc.contributor.authorHong, G.M.
dc.contributor.authorWang, C.M.
dc.contributor.authorTan, T.J.
dc.date.accessioned2014-06-17T08:13:33Z
dc.date.available2014-06-17T08:13:33Z
dc.date.issued1993-08
dc.identifier.citationHong, G.M., Wang, C.M., Tan, T.J. (1993-08). Analytical buckling solutions for circular Mindlin plates: inclusion of inplane prebuckling deformation. Archive of Applied Mechanics 63 (8) : 534-542. ScholarBank@NUS Repository. https://doi.org/10.1007/BF00804755
dc.identifier.issn09391533
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65148
dc.description.abstractThe buckling problem of thick circular plates under uniform radial loads with allowance for inplane prebuckling deformation is solved analytically. The analytical buckling solutions should be very useful as benchmark values for testing the validity, convergence and accuracy of numerical techniques for plate buckling. This study shows the importance of including the prebuckling deformation in thick plate buckling since its effect is in the same order of magnitude as that of shear. The prebuckling deformation effect raises the critical load and is more pronounced in clamped plates than in simply supported ones as the former plates undergo greater deformation before buckling. © 1993 Springer-Verlag.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1007/BF00804755
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1007/BF00804755
dc.description.sourcetitleArchive of Applied Mechanics
dc.description.volume63
dc.description.issue8
dc.description.page534-542
dc.description.codenAAMEE
dc.identifier.isiutA1993MK13300004
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