Crack sliding model for non-shear FRP-reinforced slender concrete elements under shear

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dc.contributor.authorEl-said, Amr
dc.contributor.authorAwad, Ahmed
dc.contributor.authorEl-Sayed, Taha A.
dc.contributor.authorOzkilic, Yasin Onuralp
dc.contributor.authorDeifalla, A.
dc.contributor.authorTawfik, Maged
dc.date.accessioned2024-02-23T14:34:58Z
dc.date.available2024-02-23T14:34:58Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractFiber-reinforced polymer (FRP)-reinforced concrete (RC) elements fail under one-way shear in a devastating and complicated manner with no adequate warning. In recent decades, there has been pioneering research in this area; however, there is no agreement among researchers regarding mechanically-based models. Thus, in this current study, a plasticity-based model is developed for FRP-RC elements under shear. A selected model was firstly assessed for its accuracy, consistency, and safety against an extensive experimental database. Secondly, a plasticity-based model (i.e., crack shear sliding model) was adapted, refined, and proposed for FRP-RC elements under one-way shear. The two proposed models were found to be reliable and more accurate with respect to selected existing methods. Modeling of FRP's axial rigidity is more consistent only under Young's modulus with respect to the experimental database. Several concluding remarks on the selected existing models are outlined and discussed to assist the future development of these models and design codes.en_US
dc.identifier.doi10.3389/fmats.2023.1126806
dc.identifier.issn2296-8016
dc.identifier.scopus2-s2.0-85152583515en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.3389/fmats.2023.1126806
dc.identifier.urihttps://hdl.handle.net/20.500.12452/15833
dc.identifier.volume10en_US
dc.identifier.wosWOS:000962304100001en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherFrontiers Media Saen_US
dc.relation.ispartofFrontiers In Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectOne-Way Shearen_US
dc.subjectFrpen_US
dc.subjectCrack Sliding Modelen_US
dc.subjectPlasticityen_US
dc.subjectSlenderen_US
dc.titleCrack sliding model for non-shear FRP-reinforced slender concrete elements under shearen_US
dc.typeArticleen_US

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