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- W2049461034 abstract "The paper presents the results of a finite element study of the elastic distortional buckling of tee-section cantilevers, which can be thought of as beams fully braced at one end and unbraced at the other. The finite element procedure is described briefly, and then three loading cases, viz., a tip moment, a tip load and a uniformly distributed load are considered. All of these loading cases place the unstiffened or free edge of the stem or web into compression. The effects of distortion are quantified for the three loading cases, as are the effects of fully restraining the top flange against lateral deflection and twist by a discrete brace positioned anywhere along the cantilever. It is shown that the effects of distortion during buckling cannot be ignored in a tee-section cantilever with even a moderately slender web." @default.
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- W2049461034 date "1999-01-01" @default.
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- W2049461034 title "Elastic distortional buckling of tee-section cantilevers" @default.
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- W2049461034 doi "https://doi.org/10.1016/s0263-8231(98)00039-1" @default.
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