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- W2068831979 abstract "Abstract Buckling loads are given for a flat and infinitely long elastic plate compressed in its own plane by thrusts which act parallel to two opposite edges, and which vary linearly between them. One of these edges is free, and the other fixed in position but elastically clamped. The Rayleigh Ritz method is used in most of the calculations, a method originated by Schwarz being used as an accurate check. The results may be applied to calculate the flange buckling load of a thin walled section subjected to end load and bending. This has been done in the case of an I-section under pure bending, and the results have been verified by experiment." @default.
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- W2068831979 date "1953-04-01" @default.
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- W2068831979 title "Flange buckling in a bent I-section beam" @default.
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- W2068831979 doi "https://doi.org/10.1016/0022-5096(53)90033-7" @default.
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