Effect of reinforcement size on the concrete / reinforcement bond strength

dc.authorscopusid8237654400
dc.authorscopusid57119048200
dc.authorscopusid7003563796
dc.contributor.authorTurk K.
dc.contributor.authorYildirim M.S.
dc.contributor.authorCaliskan S.
dc.date.accessioned2024-06-12T10:25:39Z
dc.date.available2024-06-12T10:25:39Z
dc.date.issued2003
dc.descriptionAmerican Concrete Institute;Czech Society of Structural and Civil Engineers;Institute of Concrete Technology, UKen_US
dc.descriptionRole of Cement Science in Sustainable Development - International Symposium Celebrating Concrete: People and Practice -- 3 September 2003 through 4 September 2003 -- Dundee -- 66795en_US
dc.description.abstractBond strength between reduced-water-content concrete and tensile reinforcement in spliced mode has been investigated. Three different diameters (12, 16 and 22mm) of tensile steel were spliced in the constant moment zone, where the load was applied to, in geometrically identical nine beams. An empirical equation has been derived to calculate the bond strength. It is found that there is a considerable size effect in the experimental results, i.e. as the diameter of the reinforcement reduces the bond strength and the ductility increases significantly, whilst the stiffness of the beams reduces.en_US
dc.identifier.doi10.1680/rocisd.32477.0005
dc.identifier.endpage57en_US
dc.identifier.isbn0727732463
dc.identifier.isbn9780727732460
dc.identifier.scopus2-s2.0-33644692873en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage47en_US
dc.identifier.urihttps://doi.org/10.1680/rocisd.32477.0005
dc.identifier.urihttps://hdl.handle.net/20.500.14551/16460
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherThomas Telford Services Ltden_US
dc.relation.ispartofRole of Cement Science in Sustainable Development - Proceedings of the International Symposium - Celebrating Concrete: People and Practiceen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBond Strength; Size Effect; Splice Length; Tensile Reinforcementen_US
dc.subjectBond Strength (Chemical); Ductility; Steel; Tensile Strength; Bond Strength; Size Effect; Splice Length; Tensile Reinforcement; Concrete Reinforcementsen_US
dc.titleEffect of reinforcement size on the concrete / reinforcement bond strengthen_US
dc.typeConference Objecten_US

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