Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65276
Title: Buckling solutions of rectangular Mindlin plates under uniform shear
Authors: Wang, C.M. 
Xiang, Y.
Kitipornchai, S.
Issue Date: Nov-1994
Source: Wang, C.M.,Xiang, Y.,Kitipornchai, S. (1994-11). Buckling solutions of rectangular Mindlin plates under uniform shear. Journal of Engineering Mechanics 120 (11) : 2462-2470. ScholarBank@NUS Repository.
Abstract: The critical shear loads for rectangular Mindlin plates have been computed for a large practical range of plate dimensions and six boundary conditions involving simply supported and clamped edges. For relatively long plates (aspect ratio, a/b, = 3), the boundary conditions at the shorter edges negligibly affect the critical shear load, while the edge conditions of the longer edges can influence the shear load significantly.
Source Title: Journal of Engineering Mechanics
URI: http://scholarbank.nus.edu.sg/handle/10635/65276
ISSN: 07339399
Appears in Collections:Staff Publications

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