File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: FRP-strengthened RC beams. I: Review of debonding strength models

TitleFRP-strengthened RC beams. I: Review of debonding strength models
Authors
KeywordsDebonding
Frp
Rc Beams
Retrofitting
Strength Models
Strengthening
Issue Date2002
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstruct
Citation
Engineering Structures, 2002, v. 24 n. 4, p. 385-395 How to Cite?
AbstractBonding of a fibre-reinforced polymer (FRP) plate to the tension face of a beam has become a popular flexural strengthening method in recent years. As a result, a large number of studies have been carried out in the last decade on the behaviour of these FRP-strengthened beams. Many of these studies reported premature failures by debonding of the FRP plate with or without the concrete cover attached. The most commonly reported debonding failure occurs at or near the plate end, by either separation of the concrete cover or interfacial debonding of the FRP plate from the RC beam. This and the companion paper are concerned with strength models for such plate end debonding failures. In this paper, a comprehensive review of existing plate debonding strength models is presented. Each model is summarised and classified into one of the three categories based on the approach taken, and its theoretical basis clarified. The review not only brings together for the first time all existing plate end debonding strength models into a unified framework for future reference, but also provides the necessary background information for them to be assessed in the companion paper using a large test database assembled by the authors from the published literature. © 2002 Published by Elsevier Science Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/150210
ISSN
2015 Impact Factor: 1.893
2015 SCImago Journal Rankings: 1.813
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorSmith, STen_US
dc.contributor.authorTeng, JGen_US
dc.date.accessioned2012-06-26T06:02:25Z-
dc.date.available2012-06-26T06:02:25Z-
dc.date.issued2002en_US
dc.identifier.citationEngineering Structures, 2002, v. 24 n. 4, p. 385-395en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10722/150210-
dc.description.abstractBonding of a fibre-reinforced polymer (FRP) plate to the tension face of a beam has become a popular flexural strengthening method in recent years. As a result, a large number of studies have been carried out in the last decade on the behaviour of these FRP-strengthened beams. Many of these studies reported premature failures by debonding of the FRP plate with or without the concrete cover attached. The most commonly reported debonding failure occurs at or near the plate end, by either separation of the concrete cover or interfacial debonding of the FRP plate from the RC beam. This and the companion paper are concerned with strength models for such plate end debonding failures. In this paper, a comprehensive review of existing plate debonding strength models is presented. Each model is summarised and classified into one of the three categories based on the approach taken, and its theoretical basis clarified. The review not only brings together for the first time all existing plate end debonding strength models into a unified framework for future reference, but also provides the necessary background information for them to be assessed in the companion paper using a large test database assembled by the authors from the published literature. © 2002 Published by Elsevier Science Ltd.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstructen_US
dc.relation.ispartofEngineering Structuresen_US
dc.subjectDebondingen_US
dc.subjectFrpen_US
dc.subjectRc Beamsen_US
dc.subjectRetrofittingen_US
dc.subjectStrength Modelsen_US
dc.subjectStrengtheningen_US
dc.titleFRP-strengthened RC beams. I: Review of debonding strength modelsen_US
dc.typeArticleen_US
dc.identifier.emailSmith, ST:stsmith@hku.hken_US
dc.identifier.authoritySmith, ST=rp00168en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/S0141-0296(01)00105-5en_US
dc.identifier.scopuseid_2-s2.0-0036534134en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0036534134&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume24en_US
dc.identifier.issue4en_US
dc.identifier.spage385en_US
dc.identifier.epage395en_US
dc.identifier.isiWOS:000174558000001-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSmith, ST=8751691000en_US
dc.identifier.scopusauthoridTeng, JG=7202560250en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats