Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0168-874X(99)00010-4
DC FieldValue
dc.titleNonlinear analysis of steel-concrete composite beams curved in plan
dc.contributor.authorThevendran, V.
dc.contributor.authorChen, S.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorRichard Liew, J.Y.
dc.date.accessioned2014-06-17T08:21:42Z
dc.date.available2014-06-17T08:21:42Z
dc.date.issued1999-06
dc.identifier.citationThevendran, V., Chen, S., Shanmugam, N.E., Richard Liew, J.Y. (1999-06). Nonlinear analysis of steel-concrete composite beams curved in plan. Finite elements in analysis and design 32 (3) : 125-139. ScholarBank@NUS Repository. https://doi.org/10.1016/S0168-874X(99)00010-4
dc.identifier.issn0168874X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65879
dc.description.abstractThis paper deals with the behavior of structural steel-concrete composite beams curved in plan. The finite element package ABAQUS has been used to study the nonlinear behavior and ultimate load-carrying capacity of such beams. A three-dimensional finite element model has been adopted. Shell elements have been used to simulate the behavior of concrete slab and steel girder, and rigid beam elements to simulate the behavior of shear studs. The proposed finite element model has been validated by comparing the computed values with available experimental results. An acceptable correlation has been observed between the computed and experimental results obtained for beams of realistic proportion.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0168-874X(99)00010-4
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0168-874X(99)00010-4
dc.description.sourcetitleFinite elements in analysis and design
dc.description.volume32
dc.description.issue3
dc.description.page125-139
dc.description.codenFEADE
dc.identifier.isiut000081289400001
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