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Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(98)00184-9
DC FieldValue
dc.titleFlexural torsional behaviour of steel I-beams curved in plan
dc.contributor.authorThevendran, V.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLiew, J.Y.Richard
dc.date.accessioned2014-06-17T08:18:46Z
dc.date.available2014-06-17T08:18:46Z
dc.date.issued1998-04
dc.identifier.citationThevendran, 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. <a href="https://doi.org/10.1016/S0143-974X(98)00184-9" target="_blank">https://doi.org/10.1016/S0143-974X(98)00184-9</a>
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65619
dc.description.abstractUnder 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.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0143-974X(98)00184-9
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0143-974X(98)00184-9
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume46
dc.description.issue1-3
dc.description.page79-80
dc.description.codenJCSRD
dc.identifier.isiutNOT_IN_WOS
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