Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65270
DC FieldValue
dc.titleBuckling of skew mindlin plates subjected to in-plane shear loadings
dc.contributor.authorXiang, Y.
dc.contributor.authorWang, C.M.
dc.contributor.authorKitipornchal, S.
dc.date.accessioned2014-06-17T08:14:54Z
dc.date.available2014-06-17T08:14:54Z
dc.date.issued1995-10
dc.identifier.citationXiang, Y.,Wang, C.M.,Kitipornchal, S. (1995-10). Buckling of skew mindlin plates subjected to in-plane shear loadings. International Journal of Mechanical Sciences 37 (10) : 1089-1101. ScholarBank@NUS Repository.
dc.identifier.issn00207403
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65270
dc.description.abstractThis paper considers the elastic buckling of skew Mindlin plates under shear loads. Two kinds of shear loads-rectangular shear (R-shear) and skew shear (S-shear)-have been investigated. The former has every infinitesimal rectangular element under pure shear while the latter refers to a shear load uniformly applied along the edges. Based on the Rayleigh-Ritz method, new critical shear load factors and buckling mode shapes for these two types of loads have been computed and tabulated for various aspect ratios, thickness-width ratios, skew angles and boundary conditions. The critical load values are significantly affected by the direction of stresses. For R-shear loads, the lower value of critical shear load is when the direction of the shear stresses tends to increase the skewness of the plate. On the other hand, for S-shear loads, the lower value of the critical load is when the direction of the shear stresses tends to decrease the plate skewness. © 1995.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal of Mechanical Sciences
dc.description.volume37
dc.description.issue10
dc.description.page1089-1101
dc.description.codenIMSCA
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Page view(s)

82
checked on Dec 2, 2021

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.