Influence of loading condition and reinforcement size on the concrete/reinforcement bond strength

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dc.authoridTurk, Kazim/0000-0002-6314-9465
dc.authorwosidTurk, Kazim/AAB-7513-2019
dc.contributor.authorTurk, K
dc.contributor.authorCaliskan, S
dc.contributor.authorYildirim, MS
dc.date.accessioned2024-06-12T10:54:55Z
dc.date.available2024-06-12T10:54:55Z
dc.date.issued2005
dc.departmentTrakya Üniversitesien_US
dc.description.abstractThe paper reports on a study of bond strength between reduced-water-content concrete and tensile reinforcement in spliced mode. Three different diameters (12, 16 and 22 mm) of tensile steel were spliced in the constant moment zone, where there were two bars of same size in tension. For each diameter of reinforcement, a total of nine beams (1900 x 270 x 180 mm) were tested, of which three beams were with no axial force (positive bending) and the other six beams were with axial force (combined bending). The splice length was selected so that bars would fail in bond, splitting the concrete cover in the splice region, before reaching the yield point. It was found that there was a considerable size effect in the experimental results, i.e., as the diameter of the reinforcement reduced the bond strength and the deflection recorded at the midspan increased significantly, whilst the stiffness of the beams reduced. It was also found for all reinforcement sizes that higher bond strength and stiffness were obtained for beams tested in combined bending than that of the beams tested in positive bending only.en_US
dc.identifier.doi10.12989/sem.2005.19.3.337
dc.identifier.endpage346en_US
dc.identifier.issn1225-4568
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-14944369412en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage337en_US
dc.identifier.urihttps://doi.org/10.12989/sem.2005.19.3.337
dc.identifier.urihttps://hdl.handle.net/20.500.14551/19224
dc.identifier.volume19en_US
dc.identifier.wosWOS:000228068900006en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofStructural Engineering And Mechanicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBond Strengthen_US
dc.subjectTensile Reinforcementen_US
dc.subjectSize Effecten_US
dc.subjectLap Spliceen_US
dc.subjectCombined Bendingen_US
dc.subjectLoad-Deflection Stiffnessen_US
dc.subjectConcreteen_US
dc.subjectBarsen_US
dc.subjectSplicesen_US
dc.subjectBeamsen_US
dc.titleInfluence of loading condition and reinforcement size on the concrete/reinforcement bond strengthen_US
dc.typeArticleen_US

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