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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74368
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dc.titleSteel-concrete composite beams curved in plan
dc.contributor.authorThevendran, V.
dc.contributor.authorChen, S.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLiew, J.Y.R.
dc.date.accessioned2014-06-19T05:52:07Z
dc.date.available2014-06-19T05:52:07Z
dc.date.issued1997
dc.identifier.citationThevendran, V.,Chen, S.,Shanmugam, N.E.,Liew, J.Y.R. (1997). Steel-concrete composite beams curved in plan. Proceedings - Annual Technical Session, Structural Stability Research Council : 1-13+691+694. ScholarBank@NUS Repository.
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74368
dc.description.abstractThis paper is concerned with the study of ultimate load behaviour of composite beams curved in plan, in which concrete slab is connected to a curved steel I-beam by means of shear connectors, and a perfect bond is assumed between the slab and the beam. Large-scale composite beams have been tested in order to verify the finite element analysis of these beams. The finite element software ABAQUS has been employed for purpose of analysis of these beams. The results, of the studies are presented and discussed.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleProceedings - Annual Technical Session, Structural Stability Research Council
dc.description.page1-13+691+694
dc.identifier.isiutNOT_IN_WOS
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