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- W237306391 abstract "Results are presented of calculations for the elastic buckling load of a simply supported flat rectangular of uniform thickness subjected to unequal compressive stresses at two opposite edges, with a linear variation of stress between the two edges. The difference between the compressive stresses at the two loaded edges is equilibrated by shear stresses along the other two edges. The results show that a with a linear stress gradient will buckle at an average stress that is lower, but at a maximum stress that may be appreciably higher, than the uniform compressive buckling stress of the same plate (p. 1)." @default.
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- W237306391 date "1949-06-01" @default.
- W237306391 modified "2023-09-24" @default.
- W237306391 title "Elastic Buckling of a Simply Supported Plate Under a Compressive Stress That Varies Linearly in the Direction of Loading" @default.
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