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- W4385874259 abstract "Equations and values provided by the American Institute of Steel Construction (AISC 360–05) and literature using elastic analysis to determine the value of moment gradient factor (Cb) are used for beams that buckle in the inelastic range also. The effect of moment gradient is proved by the use of an equivalent moment gradient factor Cb whose value is always greater than unity. This factor depends on the type of loading, position of loading from the shear centre and support conditions for the beam in the unbraced length. This paper develops a 3D finite element model of a Castellated Beam (CB) in ABAQUS/CAE, to determine the effect of beam slenderness and position of loading from the shear centre on Cb in the inelastic range due to point load and uniformly distributed load. The variation in Cb given in AISC for Point Load (PL) and Uniformly Distributed Load (UDL) is found at the shear centre and the bottom flange in the inelastic range. This variation can be eliminated by introducing a reduction factor for Cb in the inelastic range of castellated beams." @default.
- W4385874259 created "2023-08-17" @default.
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- W4385874259 date "2023-08-17" @default.
- W4385874259 modified "2023-10-04" @default.
- W4385874259 title "Buckling Behaviour of Inelastic Thin-Webbed Castellated Beams" @default.
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- W4385874259 doi "https://doi.org/10.1007/978-981-19-9390-9_34" @default.
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