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|Title:||Buckling solutions of rectangular Mindlin plates under uniform shear||Authors:||Wang, C.M.
|Issue Date:||Nov-1994||Citation:||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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