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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65215
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dc.titleBEHAVIOR OF REINFORCED STEEL-FIBER-CONCRETE BEAMS IN FLEXURE.
dc.contributor.authorLim, Teck-Yong
dc.contributor.authorParamasivam, P.
dc.contributor.authorLee, Seng-Lip
dc.date.accessioned2014-06-17T08:14:18Z
dc.date.available2014-06-17T08:14:18Z
dc.date.issued1987-12
dc.identifier.citationLim, Teck-Yong,Paramasivam, P.,Lee, Seng-Lip (1987-12). BEHAVIOR OF REINFORCED STEEL-FIBER-CONCRETE BEAMS IN FLEXURE.. Journal of structural engineering New York, N.Y. 113 (12) : 2439-2458. ScholarBank@NUS Repository.
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65215
dc.description.abstractAn analytical and experimental investigation is carried out into the deformational behavior and strength of reinforced steel-fiber-concrete (RSFC) beams in flexure. Explicit expressions are derived for the moment-curvature (M minus PHI ) and load-deflection (P minus delta ) behavior of simply supported beams based on idealized stress-strain relationships for the steel-fiber concrete (SFC) and the reinforcing steel. It is shown that RSFC beams with reinforcement have increased flexural strength and ductility at ultimate load when compared to similarly concrete beams with normal reinforcement only. Additional study results are discussed.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume113
dc.description.issue12
dc.description.page2439-2458
dc.description.codenJSEND
dc.identifier.isiutNOT_IN_WOS
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