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|Title:||Buckling solutions of rectangular Mindlin plates under uniform shear|
|Authors:||Wang, C.M. |
|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|
|Appears in Collections:||Staff Publications|
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