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Review of Current Design Guidelines for Circular Frp-Wrapped Plain Concrete Cylinders

dc.authorid Ashour, Ashraf/0000-0002-4800-6060
dc.authorscopusid 57192825159
dc.authorscopusid 7005633555
dc.authorwosid Guler, Soner/Hlx-2850-2023
dc.authorwosid Ashour, Ashraf/H-9523-2013
dc.contributor.author Guler, Soner
dc.contributor.author Ashour, Ashraf
dc.date.accessioned 2025-05-10T17:40:52Z
dc.date.available 2025-05-10T17:40:52Z
dc.date.issued 2016
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Guler, Soner] Yuzuncu Yil Univ, Fac Engn, Van, Turkey; [Ashour, Ashraf] Univ Bradford, Fac Engn & Informat, Bradford BD7 1DP, W Yorkshire, England en_US
dc.description Ashour, Ashraf/0000-0002-4800-6060 en_US
dc.description.abstract With the widespread use of fiber-reinforced polymer (FRP) composites in the construction sector as a strengthening technique, the development of design guidelines for the field application of externally bonded FRP systems is ongoing in Europe, Japan, Canada, and the United States. The main goal of this study is to evaluate the current seven international design guidelines and four other design models for the prediction of confined concrete compressive strength of FRP-wrapped plain concrete cylinders against the experimental results of a large database of 812 specimens reported in the literature. The results clearly show that the reliability of predictions of confined concrete compressive strength of FRP-wrapped plain concrete cylinders by the design guidelines significantly varies for different ranges of unconfined concrete compressive strength. For example, the gain in confined concrete compressive strength of FRP-wrapped low- and medium-strength concrete cylinders is larger than that of high- and ultrahigh-strength concrete cylinders. Furthermore, a simplified model for the prediction of design/characteristic-confined concrete compressive strength is developed based on the design-assisted-by-testing approach. The developed simplified model accounts for the variation in confinement effectiveness for different ranges of unconfined concrete strengths. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.1061/(ASCE)CC.1943-5614.0000619
dc.identifier.issn 1090-0268
dc.identifier.issn 1943-5614
dc.identifier.issue 2 en_US
dc.identifier.scopus 2-s2.0-84962245320
dc.identifier.scopusquality Q1
dc.identifier.uri https://doi.org/10.1061/(ASCE)CC.1943-5614.0000619
dc.identifier.uri https://hdl.handle.net/20.500.14720/15319
dc.identifier.volume 20 en_US
dc.identifier.wos WOS:000372982200013
dc.identifier.wosquality Q1
dc.language.iso en en_US
dc.publisher Asce-amer Soc Civil Engineers en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Fiber-Reinforced Polymer (Frp) en_US
dc.subject Unconfined Concrete Strength en_US
dc.subject Confined Concrete Compressive Strength en_US
dc.subject Design Guidelines en_US
dc.title Review of Current Design Guidelines for Circular Frp-Wrapped Plain Concrete Cylinders en_US
dc.type Article en_US

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