Numerical investigation on flexural behavior of rc beams wıth large web opening externally strengthened wıth CFRP lamınates under cyclıc load: Three-poınt bendıng test

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dc.contributor.authorAbulqasim, Shahlla Abbas
dc.contributor.authorNoori, Abdul Qader Nihad
dc.contributor.authorÇelik, Tuncer
dc.date.accessioned2022-06-24T06:27:44Z
dc.date.available2022-06-24T06:27:44Z
dc.date.issued2022en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn the current paper, the effect of carbon fiber reinforced polymer (CFRP) laminates on the flexural strength of reinforced concrete beam (RCB) with the web opening in the flexural zone was investigated using a numerical method. The main aim of the current work is to model the reinforced concrete beam strengthen by two shape of CFRP laminates (2- layer and U-shape), to observe the influences of CFRP on the flexural strength of the beam. To this end, cyclic loading was applied to investigate the flexural behaviour of the Twelve RC beams under the cyclic loading. All beams kept the same dimensions length, breadth, and depth (2400 × 300 × 200) mm were modeled in the finite elements adopted by ABAQUS software. Steel bars have been used for both flexural strengthening and stirrups. A Three-point bending tests were performed using cyclic loading. Furthermore, the effect of web openings with different sizes (Side length of 40, 60, 75% of the breadth) on the flexural behavior of RC beams was investigated in detail. The flexural strength, local analysis, and ductility of the base beam and CFRP reinforced beam were analyzed. The results of the simulations revealed that the CFRP laminates enhanced the strength of the base beam significantly.en_US
dc.identifier.citationNoorı, A., Abulqasim, S.A.,Celik, T. (2022). Numerıcal ınvestıgatıon on flexural behavıor of rc beams wıth large web openıng externally strengthened wıth CFRP lamınates under cyclıc load: Three-poınt bendıng test. Journal of Applied Engineering Science, 20(2), 570-580.en_US
dc.identifier.endpage581en_US
dc.identifier.issn1451-4117
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85131366801
dc.identifier.scopusqualityQ3
dc.identifier.startpage571en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12939/2527
dc.identifier.volume20en_US
dc.indekslendigikaynakScopus
dc.institutionauthorAbulqasim, Shahlla Abbas
dc.institutionauthorÇelik, Tuncer
dc.language.isoen
dc.relation.ispartofJournal of Applied Engineering Science
dc.relation.isversionof10.5937/jaes0-32985en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCarbon Fiber Reinforced Polymeren_US
dc.subjectCyclic Loadingen_US
dc.subjectFlexural Behavioren_US
dc.subjectNumerical Analysisen_US
dc.subjectReinforced Concrete Beamen_US
dc.subjectVon Mises Stressen_US
dc.subjectYielding Criteriaen_US
dc.titleNumerical investigation on flexural behavior of rc beams wıth large web opening externally strengthened wıth CFRP lamınates under cyclıc load: Three-poınt bendıng test
dc.typeArticle

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