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- W2046145672 abstract "The optimum stiffener rigidity in a transversely-stiffened web under pure shear is sought in the post-critical range. An energy-based large-deflection scheme is employed to study the post-critical strength of the system up to the initiation of material yielding for the usual range of plate geometries and varying stiffener rigidities. Several criteria for “optimum” rib stiffness are assessed including stiffener deflection, the effective halving of the plate length and, finally, the strength of the plate itself. Tentative conclusions are reached on the basis of comparing optimal rib rigidities for the two instances of elastic and post-buckling regimes." @default.
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- W2046145672 date "1999-05-01" @default.
- W2046145672 modified "2023-10-01" @default.
- W2046145672 title "Transverse-stiffener requirements for the post-buckling behaviour of a plate in shear" @default.
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- W2046145672 doi "https://doi.org/10.1016/s0263-8231(98)00051-2" @default.
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