Bond behavior investigation of ordinary concrete-rebar with hinged beam test and eccentric pull-out test

Basit Öğe Kaydı
dc.authoridPul, Selim/0000-0002-7589-2248
dc.authoridArslan, Mehmet Emin/0000-0002-7582-638X
dc.authorwosidPul, Selim/AAB-6408-2020
dc.contributor.authorArslan, Mehmet E.
dc.contributor.authorPul, Selim
dc.date.accessioned2021-12-01T18:48:41Z
dc.date.available2021-12-01T18:48:41Z
dc.date.issued2020
dc.department[Belirlenecek]en_US
dc.description.abstractIn this study, bond behavior of ordinary concrete and rebars with different diameters and development length was investigated by using Hinged Beam Test (HBT) and Eccentric Pull-Out Test (EPT) comparatively. For this purpose, three different rebar size and development length depending on rebar diameter were chosen as variables. Three specimens were produced for each series of specimens and totally 54 specimens were tested. At the end of the tests it was observed that obtained results for both tests were quite similar. On the other hand, increased bar size, especially for the specimen with 14 mm bar size and 14 development length (lb), caused shear failure of test specimens. This situation infers that when bigger bar size and lb are used in such test, dimensions of test specimens should be chosen bigger and stirrups should be used for producing of test specimens to obtain more adequate result by preventing shear failure. Also, a nonlinear regression analysis was employed between HBT and EPT results. There was a high correlation between the EPT values, lb, rebar diameters and estimated theoretical HBT. In addition, at the end of the study an equation was suggested to estimate bond strength for HBT by using EPT results.en_US
dc.identifier.doi10.12989/cac.2020.26.6.587
dc.identifier.endpage593en_US
dc.identifier.issn1598-8198
dc.identifier.issn1598-818X
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85101005438en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage587en_US
dc.identifier.urihttps://doi.org/10.12989/cac.2020.26.6.587
dc.identifier.urihttps://hdl.handle.net/20.500.12684/10587
dc.identifier.volume26en_US
dc.identifier.wosWOS:000603596800010en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofComputers And Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjecthinged beam testen_US
dc.subjecteccentric pull-out testen_US
dc.subjectconcrete-rebar bond behavioren_US
dc.subjectdevelopment lengthen_US
dc.subjectnonlinear regression analysisen_US
dc.subjectHigh-Strength Concreteen_US
dc.subjectAggregate Concreteen_US
dc.subjectSteelen_US
dc.subjectBarsen_US
dc.subjectReinforcementen_US
dc.subjectGfrpen_US
dc.titleBond behavior investigation of ordinary concrete-rebar with hinged beam test and eccentric pull-out testen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu