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|Title:||Steel-concrete composite beams curved in plan||Authors:||Thevendran, V.
|Issue Date:||1997||Citation:||Thevendran, 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.||Abstract:||This 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.||Source Title:||Proceedings - Annual Technical Session, Structural Stability Research Council||URI:||http://scholarbank.nus.edu.sg/handle/10635/74368|
|Appears in Collections:||Staff Publications|
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