Strengthening of reinforced concrete beams without transverse reinforcement by using intraply hybrid composites

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dc.authorid0000-0002-9641-2004
dc.authorid0000-0001-7412-301X
dc.authorid0000-0002-4120-1816
dc.authorid0000-0002-3522-1351
dc.authorid0000-0002-8336-1826
dc.contributor.authorÇakır, Feriten_US
dc.contributor.authorAcar, Volkanen_US
dc.contributor.authorAydın, Muhammet Racien_US
dc.contributor.authorAkşar, Boraen_US
dc.contributor.authorYıldırım, Pınaren_US
dc.date.accessioned2021-10-20T20:08:58Z
dc.date.available2021-10-20T20:08:58Z
dc.date.issued2021-12
dc.departmentIşık Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.departmentIşık University, Faculty of Engineering, Department of Civil Engineeringen_US
dc.description.abstractConcrete is currently among the most widely used materials all around the world. The main advantages of concrete include durability, versatility, and high compressive strength, but significant disadvantages include low tensile strength, low shear strength, and low ductility. To eliminate these disadvantages, longitudinal and transverse reinforcements are usually preferred. Steel is widely used as a reinforcement material in the world, but there is still research underway to find alternative materials. In recent decades, composite materials have been used to reinforce concrete instead of steel materials. This study focuses on Intraply Hybrid Composites (IHCs), which are had an important place in the composite industry and examines how these composites affect concrete beams as far as their shear strength is concerned. For this purpose, A length of 2 m RC beams, with no transverse reinforcement (RC2.0), is prepared and then reinforced with three IHCs, Aramid-Carbon (AC2.0), Glass-Aramid (GA2.0) and Carbon-Glass (CG2.0). After U-shape strengthening, the specimens are inspected in four-point bending tests and the effects of the IHCs are investigated on the shear strength of the beams. The experimental results show that there is an increase of 4.36%, 10.62%, and 15.28% in the ultimate load capacity of AC2.0, CG2.0, and GA2.0, respectively, compared to reference specimen, RC2.0. Furthermore, the type of hybrid composite has a direct impact on the failure modes of the RC beams. Consequently, the IHCs can provide a significant contribution to the structural behavior of RC beams.en_US
dc.description.versionPublisher's Versionen_US
dc.identifier.citationÇakır, F., Acar, V., Aydın, M. R., Akşar, B. & Yıldırım, P. (2021). Strengthening of reinforced concrete beams without transverse reinforcement by using intraply hybrid composites. Case Studies in Construction Materials, 15, 1-21. doi:10.1016/j.cscm.2021.e00700en_US
dc.identifier.doi10.1016/j.cscm.2021.e00700
dc.identifier.endpage21
dc.identifier.issn2214-5095
dc.identifier.scopus2-s2.0-85116321222
dc.identifier.scopusqualityQ1
dc.identifier.startpage1
dc.identifier.urihttps://hdl.handle.net/11729/3243
dc.identifier.urihttp://dx.doi.org/10.1016/j.cscm.2021.e00700
dc.identifier.volume15
dc.identifier.wosWOS:000708124700003
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakScience Citation Index Expanded (SCI-EXPANDED)en_US
dc.institutionauthorAkşar, Boraen_US
dc.institutionauthorid0000-0002-3522-1351
dc.language.isoenen_US
dc.peerreviewedYesen_US
dc.publicationstatusPublisheden_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofCase Studies in Construction Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAramid-carbon (AC) hybrid compositeen_US
dc.subjectCarbon-glass (CG) hybrid compositeen_US
dc.subjectGlass-aramid (GA) hybrid compositeen_US
dc.subjectIntraply hybrid compositesen_US
dc.subjectReinforced concrete beamsen_US
dc.subjectU-shape strengtheningen_US
dc.subjectShearen_US
dc.subjectFRP
dc.subjectBehavioren_US
dc.subjectFatigueen_US
dc.subjectRepairen_US
dc.titleStrengthening of reinforced concrete beams without transverse reinforcement by using intraply hybrid compositesen_US
dc.typeArticleen_US
dspace.entity.typePublication

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