Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(98)00184-9
Title: Flexural torsional behaviour of steel I-beams curved in plan
Authors: Thevendran, V. 
Shanmugam, N.E. 
Liew, J.Y.Richard 
Issue Date: Apr-1998
Source: Thevendran, V.,Shanmugam, N.E.,Liew, J.Y.Richard (1998-04). Flexural torsional behaviour of steel I-beams curved in plan. Journal of Constructional Steel Research 46 (1-3) : 79-80. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(98)00184-9
Abstract: Under gravity loading, I-beams curved in plan are subject to torsional moments in addition to flexural moments, which tend to distort and twist the beam cross section causing shear and warping stresses. The inelastic behavior of such beams laterally strained at the point of loading is investigated, using the finite element software, ABAQUS, for the ultimate load case. The load displacement and ultimate strengths generated by ABAQUS are compared with experimental tests results. Generally good agreement is observed.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65619
ISSN: 0143974X
DOI: 10.1016/S0143-974X(98)00184-9
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