Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66153
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dc.titleSHEAR STRENGTH OF FIBROUS CONCRETE BEAMS WITHOUT STIRRUPS.
dc.contributor.authorMansur, M.A.
dc.contributor.authorOng, K.C.G.
dc.contributor.authorParamasivam, P.
dc.date.accessioned2014-06-17T08:24:52Z
dc.date.available2014-06-17T08:24:52Z
dc.date.issued1986-09
dc.identifier.citationMansur, M.A.,Ong, K.C.G.,Paramasivam, P. (1986-09). SHEAR STRENGTH OF FIBROUS CONCRETE BEAMS WITHOUT STIRRUPS.. Journal of structural engineering New York, N.Y. 112 (9) : 2066-2079. ScholarBank@NUS Repository.
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66153
dc.description.abstractTest data are presented on the shear strength of a series of longitudinally reinforced fibrous concrete beams in which the shear span-to-effective depth ratio, volume fraction of fibers, percentage of reinforcement, and strength of the concrete were varied. Test results indicate that the fibers have significant influence on the mode of failure and ultimate shear strength of a longitudinally reinforced concrete beam. Conventional reinforced concrete analyses with some modification, as suggested in this paper, to account for the effect of fibers give good predictions of the ultimate strength and the mode of failure for rectangular beams with no shear reinforcement.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume112
dc.description.issue9
dc.description.page2066-2079
dc.description.codenJSEND
dc.identifier.isiutNOT_IN_WOS
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