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dc.contributor.authorFarrokh Ghatte, Hamid
dc.date.accessioned2020-12-11T08:51:18Z
dc.date.available2020-12-11T08:51:18Z
dc.date.issued2020
dc.identifier.citationFarrokh Ghatte, H. (2020). Failure mechanisms and cracking performance of T-shaped SCC beam-column connections at top floor: test results and FE modeling. Structures, 28, 1009–1018.en_US
dc.identifier.issn2352-0124
dc.identifier.urihttp://hdl.handle.net/20.500.12566/567
dc.description.abstractIn recent decades, self-compacting concrete (SCC) has gradually gained popularity based on its unique workability without any internal and external vibration. SCC development must ensure an acceptable level of balance between deformability and stability by following the characteristics of materials and the mix proportions. In the case of the structural performance of reinforced concrete (RC) structures throughout the earthquake, beam-column connections behavior is one of the most common causes of failures. On the other hand, T-shaped beam-column connections on the top floor have a critical condition based on the different types of live loads. As an alternative, SCC with specific properties includes workability and resilience against segregation, which is a great solution to improving the behavior of RC connections in a seismic area. In this paper, experimentally and numerically, investigation of six T-shaped SCC beam-column connections through different reinforcing bars ratio (ρ) are presented to better understand their behavior during the gravitational load like heavy snow, particularly in terms of failure mechanisms and cracking performance. In the experimental stage, firstly, the mechanical specifications of SCC have been examined in terms of slump flow, V funnel, J ring, and L box tests. Secondly, the load-displacement performance of T-shaped beam-column connections at the top floor has been reported in terms of bonding behavior, ductility, and energy dissipation capacity. The displacement ductility of the experimental results are decreased from 12.4 to 3.5 while the ratio of the reinforcing bars was increased from %15 to %66 of the balanced section, and the energy dissipations capacity was increased by increasing the reinforcing ratios until %56 of the balanced section then started to decrease. In the theoretical part of the study, a three-dimensional nonlinear finite element method (FEM) model (ABAQUS) was employed along with the load-deflection curves were reported to compare the experimental results with the numerical output. The test results demonstrate, employing SCC as a type of concrete that has enough workability in RC connections had successful fulfillment in terms of ductility, load-carrying capacity, and energy dissipation.en_US
dc.description.sponsorshipNo sponsoren_US
dc.language.isoengen_US
dc.publisherStructuresen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBeam-column connectionen_US
dc.subjectKiriş-kolon bağlantısıtr_TR
dc.subjectCracken_US
dc.subjectÇatlaktr_TR
dc.subjectEnergy dissipationen_US
dc.subjectEnerji dağılımıtr_TR
dc.subjectSelf-compacting concreteen_US
dc.subjectKendiliğinden yerleşen betontr_TR
dc.subjectWorkabilityen_US
dc.subjectİşlenebilirliktr_TR
dc.titleFailure mechanisms and cracking performance of T-shaped SCC beam-column connections at top floor: test results and FE modelingen_US
dc.typeinfo:eu-repo/semantics/articleen_US
dc.relation.publicationcategoryInternational publicationen_US
dc.identifier.scopus2-s2.0-85091801808
dc.identifier.volume28
dc.identifier.startpage1009
eperson.identifier.endpage1018
dc.contributor.orcid0000-0003-3237-0279 [Farrokh Ghatte, Hamid]
dc.contributor.abuauthorFarrokh Ghatte, Hamid
dc.contributor.yokid296319 [Farrokh Ghatte, Hamid]
dc.contributor.ScopusAuthorID57217443956 [Farrokh Ghatte, Hamid]
dc.identifier.doihttps://doi.org/10.1016/j.istruc.2020.09.051


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