Design of FRP retrofitted flexural members against debonding failures

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dc.authorscopusid8537805500
dc.authorscopusid6602888519
dc.authorscopusid6602130015
dc.contributor.authorGunes,O.
dc.contributor.authorKaraca,E.
dc.contributor.authorGunes,B.
dc.contributor.otherDepartment of Civil Engineering
dc.date.accessioned2024-10-06T11:13:19Z
dc.date.available2024-10-06T11:13:19Z
dc.date.issued2006
dc.departmentAtılım Universityen_US
dc.department-tempGunes O., Dept of Civil and Env. Engineering, University of Massachusetts, Lowell, MA, 01854, United States; Karaca E., U.S. Geological Survey, Denver, CO 80225, United States; Gunes B., Dept. of Civil Engineering, Atilim University, Ankara, 06836, Turkeyen_US
dc.descriptionFederal Emergency Management Agency (FEMA); United States Geological Survey (USGS); National Science Foundation (NSF); Munich Reinsurance; Public Entity Risk Institute (PERI)en_US
dc.description.abstractUse of fiber reinforced polymer (FRP) composites in seismic retrofitting of structural members has been steadily increasing in recent years. An important design issue with significant performance and safety implications is the debonding of externally bonded FRP reinforcement in flexural members. This paper provides the highlights of an experimental and analytical research aimed at understanding and modeling of debonding failures in FRP strengthened reinforced concrete beams. An evolutionary experimental program investigated debonding failure mechanisms and modes in beams strengthened in shear and/or flexure in various configurations and tested under monotonic and cyclic loading. A newly developed fracture mechanics based model considers the global energy balance of the system and predicts the debonding failure load by characterizing the dominant mechanisms of energy dissipation during debonding. Validation of the model is performed using experimental data obtained from several independent experimental studies.en_US
dc.identifier.citation3
dc.identifier.doi[SCOPUS-DOI-BELIRLENECEK-377]
dc.identifier.endpage5991en_US
dc.identifier.isbn978-161567044-4
dc.identifier.scopus2-s2.0-84865840775
dc.identifier.scopusqualityN/A
dc.identifier.startpage5982en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14411/9198
dc.identifier.volume10en_US
dc.identifier.wosqualityN/A
dc.institutionauthorGüneş, Oğuz
dc.institutionauthorGüneş, Burcu
dc.language.isoenen_US
dc.relation.ispartof8th US National Conference on Earthquake Engineering 2006 -- 8th US National Conference on Earthquake Engineering 2006 -- 18 April 2006 through 22 April 2006 -- San Francisco, CA -- 92446en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[No Keyword Available]en_US
dc.titleDesign of FRP retrofitted flexural members against debonding failuresen_US
dc.typeConference Objecten_US
dspace.entity.typePublication
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relation.isAuthorOfPublication70d6e7b4-dde5-49c9-910b-37a199a94d02
relation.isAuthorOfPublication.latestForDiscovery0cb9007d-8258-44cd-ae71-cda9d9842d4f
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relation.isOrgUnitOfPublication.latestForDiscovery238c4130-e9ea-4b1c-9dea-772c4a0dad39

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