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- W4360586954 abstract "The buckling coefficient for a conventional shear web, reinforced by a series of equally-spaced transverse stiffeners, is practically independent of the flexural rigidity of the stiffeners provided this exceeds a certain critical value. The stiffeners then provide conditions close to simple-support (if they are of negligible torsional stiffness). For stiffeners of less than this critical rigidity, reduced buckling coefficients are plotted in Ref. 1, in terms of a stiffness parameter μ related to the second moment of area of the stiffeners. Reference 1 also shows that the critical value μ c referred to above increases rapidly with reducing stiffener pitch, leading in some cases to impractically large stiffeners." @default.
- W4360586954 created "2023-03-24" @default.
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- W4360586954 date "1979-12-01" @default.
- W4360586954 modified "2023-09-26" @default.
- W4360586954 title "Stiffened shear webs: post-buckling failure of stiffeners of less than critical rigidity" @default.
- W4360586954 doi "https://doi.org/10.1017/s0001924000032097" @default.
- W4360586954 hasPublicationYear "1979" @default.
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