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- W3214891007 abstract "Abstract Thickness reduction due to uniform corrosion increases the tendency of lateral torsional buckling (LTB) of open cross-sections and it reduces the moment capacity of the beam. The effect of the various corrosion cases on the LTB moment capacity ( M b,rd ) of the I-beams are investigated in this paper. An analytical framework for patch corroded I-beams is introduced to provide a guideline for simulating the nonlinear lateral torsional buckling behaviour of patch corroded simple beams. Hence the effect of different corrosion scenarios to reduce the buckling reduction factor ( η LT ) is investigated by conducting a parametric study. Twelve different beam lengths were considered to obtain different non-dimensional slenderness ratios ( λ LT ) in this parametric study. The degraded buckling curves were obtained for each corrosion scenarios." @default.
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- W3214891007 date "2021-11-01" @default.
- W3214891007 modified "2023-10-18" @default.
- W3214891007 title "Lateral torsional buckling capacity of corroded steel beams: A parametric study" @default.
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- W3214891007 doi "https://doi.org/10.1088/1757-899x/1201/1/012038" @default.
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