Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(02)00042-1
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dc.titleSteel-concrete composite plate girders subject to combined shear and bending
dc.contributor.authorBaskar, K.
dc.contributor.authorShanmugam, N.E.
dc.date.accessioned2014-06-17T08:25:34Z
dc.date.available2014-06-17T08:25:34Z
dc.date.issued2003-04
dc.identifier.citationBaskar, K., Shanmugam, N.E. (2003-04). Steel-concrete composite plate girders subject to combined shear and bending. Journal of Constructional Steel Research 59 (4) : 531-557. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(02)00042-1
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66215
dc.description.abstractDetails of an experimental investigation on steel-concrete composite plate girders subject to the combined action of shear and bending are presented in this paper. Six composite plate girders have been tested to failure in order to study their ultimate load behaviour. Two different web-depth to thickness (d/t) ratios and two different moment/shear ratios have been considered. Attention is focused on the variation in tension field action in web panels due to composite action between the steel girder and concrete slab. Extensive strain measurements have been made on the web panels in order to obtain a detailed picture of tension field action. The ultimate load carrying capacity and the tension field width of composite plate girders are found to increase significantly compared to the bare steel girders. © 2002 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0143-974X(02)00042-1
dc.sourceScopus
dc.subjectComposite girder
dc.subjectExperiments
dc.subjectFinite element
dc.subjectNon-linear analysis
dc.subjectPlate girder
dc.subjectShear buckling
dc.subjectTension field action
dc.subjectUltimate load
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0143-974X(02)00042-1
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume59
dc.description.issue4
dc.description.page531-557
dc.identifier.isiut000181404700006
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