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Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load

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dc.contributor.author Mercimek, Ömer
dc.contributor.author Ghoroubi, Rahim
dc.contributor.author Özdemir, Anıl
dc.contributor.author Anil, Özgür
dc.contributor.author Erbaş, Yaşar
dc.date.accessioned 2024-03-19T12:47:28Z
dc.date.available 2024-03-19T12:47:28Z
dc.date.issued 2022-05-15
dc.identifier.citation Mercimek, Ömer;...et.al. (2022). "Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load", Engineering Structures, Vol.259. tr_TR
dc.identifier.issn 01410296
dc.identifier.uri http://hdl.handle.net/20.500.12416/7636
dc.description.abstract An experimental and numerical study was conducted to improve the critical performance of low slenderness reinforced concrete columns, such as ultimate load capacity, initial stiffness, and energy dissipation capacity, using Textile-Reinforced Mortar (TRM) strip. A total of 17 reinforced concrete columns were fabricated and tested under uni-axial compression. The effect of carbon textile type, strip width and distance, usage of carbon fiber reinforced polymer (CFRP) fan type anchors was investigated. The experimental part of the study indicated that the ultimate load capacities of reinforced concrete columns strengthened with TRM strips was increased to 1.19–1.78 times. Their initial stiffness increased to 1.01–1.99 times, and energy dissipation capacity values increased to 1.22 and 2.09 times. In addition, simulation models for the experimental specimens were created with the ABAQUS finite element software. Then the results of analyses and the experimental outputs were compared together and interpreted. Finally, using the verified FEM model, a parametric numerical study was carried out to determine the effect of the increase in the concrete compressive strength of the column on the performance of the specimens examined within the scope of the study. According to the main findings of this study, it was demonstrated that the application of the proposed TRM strips for strengthening reinforced concrete columns was a successful method. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.1016/j.engstruct.2022.114191 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject Anchor tr_TR
dc.subject Axial Load tr_TR
dc.subject RC Column tr_TR
dc.subject Strengthening tr_TR
dc.subject TRM tr_TR
dc.title Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load tr_TR
dc.type article tr_TR
dc.relation.journal Engineering Structures tr_TR
dc.identifier.volume 259 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


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