Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(249)
DC FieldValue
dc.titleExperimental study on steel beams curved in plan
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorThevendran, V.
dc.contributor.authorLiew, J.Y.Richard
dc.contributor.authorTan, L.O.
dc.date.accessioned2014-06-17T08:18:13Z
dc.date.available2014-06-17T08:18:13Z
dc.date.issued1995-02
dc.identifier.citationShanmugam, N.E., Thevendran, V., Liew, J.Y.Richard, Tan, L.O. (1995-02). Experimental study on steel beams curved in plan. Journal of structural engineering New York, N.Y. 121 (2) : 249-259. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(249)
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65572
dc.description.abstractThis paper is concerned with the ultimate load behavior of I-beams curved in plan. Results obtained from experiments on two sets of I-beams (one comprising rolled sections and the other built-up sections) are presented. The test results for deformations and ultimate strength are found to be in good agreement with the corresponding values predicted by using the elastoplastic finite-element analysis. The effects of residual stresses and radius of curvature to span-length ratio (R/L) on ultimate strength are considered. Each beam was subjected to a concentrated load applied at an intermediate point where the beam was laterally restrained. Test results indicate that the load-carrying capacity decreases with the decrease in the R/L ratio.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:2(249)
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9445(1995)121:2(249)
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume121
dc.description.issue2
dc.description.page249-259
dc.description.codenJSEND
dc.identifier.isiutA1995QC84900008
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