Bond performance of basalt fiber-reinforced polymer bars in conventional Portland cement concrete: a relative comparison with steel rebar using the hinged beam approach

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dc.contributor.authorSeis, Muhammet
dc.contributor.authorBeycioğlu, Ahmet
dc.date.accessioned2020-04-30T22:40:17Z
dc.date.available2020-04-30T22:40:17Z
dc.date.issued2017
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionWOS: 000416841500013en_US
dc.description.abstractThis paper reports the results of an experimental investigation carried out to evaluate the bond stress behavior of basalt fiber-reinforced polymer (BFRP) bar and steel rebar (SR) in conventional C30-type concrete. The experimental program was conducted on testing 16 hinged beam specimens that were prepared according to BS 4449: 2005+A2: 2009 standard. Conventional C30-type concrete was used to produce hinged beams. In beam tests, bar diameter and embedment length were used as experimental variables. The bond performances of BFRP bar and SR were compared with the help of the load-slip results of hinged beam bending tests conducted on produced beam samples after 28 days of curing. Results showed that much higher bond stress values were obtained from BFRP bars compared to SR for both 12 and 8 mm bar diameters. Besides, the maximum bond stress values decreased with increasing bar diameter and embedment length for both BFRP bar and SR.en_US
dc.identifier.doi10.1515/secm-2015-0210en_US
dc.identifier.endpage918en_US
dc.identifier.issn0792-1233
dc.identifier.issn2191-0359
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage909en_US
dc.identifier.urihttps://doi.org/10.1515/secm-2015-0210
dc.identifier.urihttps://hdl.handle.net/20.500.12684/2949
dc.identifier.volume24en_US
dc.identifier.wosWOS:000416841500013en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherWalter De Gruyter Gmbhen_US
dc.relation.ispartofScience And Engineering Of Composite Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectbasalt fiber-reinforced polymer (BFRP) baren_US
dc.subjectbond behavioren_US
dc.subjectconventional Portland cement concreteen_US
dc.subjecthinged beamen_US
dc.titleBond performance of basalt fiber-reinforced polymer bars in conventional Portland cement concrete: a relative comparison with steel rebar using the hinged beam approachen_US
dc.typeArticleen_US

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