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dc.contributor.authorYelgin, Ahmet Necati
dc.contributor.authorUYSAL, Mücteba
dc.contributor.authorOzyurt, Muhammed Zeki
dc.date.accessioned2021-03-06T12:57:14Z
dc.date.available2021-03-06T12:57:14Z
dc.identifier.citationYelgin A. N. , Ozyurt M. Z. , UYSAL M., "The structural behaviour of composite beams with prefabricated reinforced concrete plate in positive moment zone", CONSTRUCTION AND BUILDING MATERIALS, cilt.68, ss.627-629, 2014
dc.identifier.issn0950-0618
dc.identifier.othervv_1032021
dc.identifier.otherav_f65f7d5e-20e0-4aaf-83a7-ffeb29e3300a
dc.identifier.urihttp://hdl.handle.net/20.500.12627/161414
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2014.06.088
dc.description.abstractIn this study, it was investigated that the bearing behaviour of reinforced concrete beams and steel elements in the positive moment zone. The bearing behaviour and the bearing capacities of the reinforced concrete beams with steel elements agglutinated by the epoxy resin. Moreover, certain model researches are done theoretically to determine the distribution of the sliding and the normal strain throughout the coherence surface of the beams which are composed of the reinforced concrete plate and the steel elements agglutinated with the epoxy resin and equation are suggested for these kind of composite due to the results. Test results indicated that the bonding strength between steel and steel is 470% longer than that of concrete to steel. (C) 2014 Elsevier Ltd. All rights reserved.
dc.language.isoeng
dc.subjectYapı
dc.subjectMühendislik ve Teknoloji
dc.subjectMalzeme Bilimi
dc.subjectİnşaat Mühendisliği
dc.subjectMALZEME BİLİMİ, MULTIDISCIPLINARY
dc.subjectMÜHENDİSLİK, SİVİL
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik
dc.subjectİNŞAAT VE YAPI TEKNOLOJİSİ
dc.titleThe structural behaviour of composite beams with prefabricated reinforced concrete plate in positive moment zone
dc.typeMakale
dc.relation.journalCONSTRUCTION AND BUILDING MATERIALS
dc.contributor.departmentSakarya Üniversitesi , ,
dc.identifier.volume68
dc.identifier.startpage627
dc.identifier.endpage629
dc.contributor.firstauthorID433049


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