A Fracture-Based Model for Frp Debonding in Strengthened Beams

dc.authorid Gunes, Oguz/0000-0003-4365-6256
dc.authorscopusid 8537805500
dc.authorscopusid 7006919047
dc.authorscopusid 6602888519
dc.authorwosid Gunes, Oguz/E-2574-2012
dc.contributor.author Gunes, Oguz
dc.contributor.author Güneş, Oğuz
dc.contributor.author Buyukozturk, Oral
dc.contributor.author Karaca, Erdem
dc.contributor.author Güneş, Oğuz
dc.contributor.other Department of Civil Engineering
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-07-05T15:11:48Z
dc.date.available 2024-07-05T15:11:48Z
dc.date.issued 2009
dc.department Atılım University en_US
dc.department-temp [Buyukozturk, Oral] MIT, Cambridge, MA 02139 USA; [Gunes, Oguz] Atilim Univ, Dept Civil Engn, TR-06836 Ankara, Turkey; [Karaca, Erdem] Swiss Reinsurance Amer Corp, Armonk, NY 10583 USA en_US
dc.description Gunes, Oguz/0000-0003-4365-6256 en_US
dc.description.abstract This paper presents an experimental and analytical research study aimed at understanding and modeling of debonding failures in fiber reinforced polymer (FRF) strengthened reinforced concrete (RC) beams. The experimental program investigated debonding failure modes and mechanisms in beams strengthened in shear and/or flexure and tested under monotonic loading. A newly developed fracture mechanics based model considers the global energy balance of the system and predicts the FRP debonding failure load by characterizing the dominant mechanisms of energy dissipation during debonding. Validation of the model is performed using experimental data from several independent research studies and a design procedure is outlined. (C) 2009 Elsevier Ltd. All rights reserved. en_US
dc.description.sponsorship NSF [CMS 0010126] en_US
dc.description.sponsorship The research work presented in this paper was funded by NSF under the project title "Failure Behavior of FRP Bonded Concrete Affected by Interface Fracture" through the research grant CMS 0010126 to Massachusetts Institute of Technology. The authors thank Dr. Christopher Leung at Hong Kong University of Science and Technology for generously making available the unpublished experimental data of his laboratory. The FRP materials used in the experimental program were donated by Sika Corporation. en_US
dc.identifier.citationcount 60
dc.identifier.doi 10.1016/j.engfracmech.2009.04.011
dc.identifier.endpage 1909 en_US
dc.identifier.issn 0013-7944
dc.identifier.issn 1873-7315
dc.identifier.issue 12 en_US
dc.identifier.scopus 2-s2.0-67649170409
dc.identifier.startpage 1897 en_US
dc.identifier.uri https://doi.org/10.1016/j.engfracmech.2009.04.011
dc.identifier.uri https://hdl.handle.net/20.500.14411/1495
dc.identifier.volume 76 en_US
dc.identifier.wos WOS:000268527300011
dc.identifier.wosquality Q1
dc.institutionauthor Güneş, Oğuz
dc.language.iso en en_US
dc.publisher Pergamon-elsevier Science Ltd en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 66
dc.subject FRP en_US
dc.subject Strengthening en_US
dc.subject Beams en_US
dc.subject Debonding en_US
dc.subject Fracture en_US
dc.title A Fracture-Based Model for Frp Debonding in Strengthened Beams en_US
dc.type Article en_US
dc.wos.citedbyCount 62
dspace.entity.type Publication
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