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- W1980996786 abstract "Abstract A finite element program with large deformations and plasticity is used to analyse the behaviour of stiffened compression flanges of box girders. Simulations are performed for pure bending and for bending with shear in order to investigate the diminishing of the shear lag effect at collapse. It is concluded that at the actual ultimate load, shear lag has largely disappeared but that a design at ultimate load without consideration of the shear lag may entail an inelastic behaviour under service load. First yielding occurs in the centre of the stiffened panel for pure bending and in the middle of the unloaded edges when elastic shear lag becomes important. A substantial increase of the ultimate load can be expected from an increase of the stiffener rigidity." @default.
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- W1980996786 date "1983-01-01" @default.
- W1980996786 modified "2023-10-01" @default.
- W1980996786 title "Simulation of the behaviour of stiffened box girders with and without shear lag" @default.
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- W1980996786 doi "https://doi.org/10.1016/0263-8231(83)90008-3" @default.
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