Comparison and Enhancement of Design Procedures for Guideline Expressions to Predict the Compressive Capacity of FRP-Wrapped Concrete Members

dc.authoridGEDIK, ONUR/0000-0002-3969-7824
dc.authorscopusid57215345111
dc.authorwosidGEDIK, ONUR/KCL-0268-2024
dc.contributor.authorGedik, Onur
dc.contributor.otherİnşaat Mühendisliği / Civil Engineering
dc.date.accessioned2024-05-25T11:28:03Z
dc.date.available2024-05-25T11:28:03Z
dc.date.issued2024
dc.departmentOkan Universityen_US
dc.department-temp[Gedik, Onur] Istanbul Okan Univ, Civil Engn Dept, Istanbul, Turkiyeen_US
dc.descriptionGEDIK, ONUR/0000-0002-3969-7824en_US
dc.description.abstractThe FRP wrapping of reinforced concrete columns is a simple way to increase the axial load capacity of such members with substandard concrete quality. A total of 2197 specimens were collected as a database to discuss the efficiency of predicting axial compressive strength of FRP-wrapped concrete columns according to several national and international guidelines. Various aspects of the database, including fiber type, unconfined strength and specimen geometry used to investigate the guidelines, and results are presented in terms of averages, standard deviations, and ratio of overestimated specimens. The performance of these expressions was compared with one another based on these statistical results and graphs, and those that captured the behavior best were identified for specific subsets. Recognizing the expressions' inadequacy in capturing efficiency improvements related to radius to area and confinement ratios, some improvements in the form of coefficients for lateral confinement stress in the Turkish Building Earthquake Code were introduced, specifically for certain subsets.en_US
dc.description.sponsorshipOkan Universityen_US
dc.description.sponsorshipNo Statement Availableen_US
dc.identifier.citation0
dc.identifier.doi10.1007/s13369-024-08707-1
dc.identifier.issn2193-567X
dc.identifier.issn2191-4281
dc.identifier.scopus2-s2.0-85184165933
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1007/s13369-024-08707-1
dc.identifier.urihttps://hdl.handle.net/20.500.14517/1126
dc.identifier.wosWOS:001153917900006
dc.identifier.wosqualityQ2
dc.institutionauthorGedik O.
dc.institutionauthorGedik, Onur
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAxial strength capacityen_US
dc.subjectFRP wrappingen_US
dc.subjectCompressive strengtheningen_US
dc.subjectConfinementen_US
dc.titleComparison and Enhancement of Design Procedures for Guideline Expressions to Predict the Compressive Capacity of FRP-Wrapped Concrete Membersen_US
dc.typeArticleen_US
dspace.entity.typePublication
relation.isAuthorOfPublication70b6ef2e-bf54-4417-962c-e42e2ae0567b
relation.isAuthorOfPublication.latestForDiscovery70b6ef2e-bf54-4417-962c-e42e2ae0567b
relation.isOrgUnitOfPublication43a00f20-ca47-4515-b3a3-db2c86320ff6
relation.isOrgUnitOfPublication.latestForDiscovery43a00f20-ca47-4515-b3a3-db2c86320ff6

Files