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Article: The effectiveness of FRP strips in repairing moderately and severely damaged RC beam-column connections

TitleThe effectiveness of FRP strips in repairing moderately and severely damaged RC beam-column connections
Authors
Shrestha, RSmith, STSamali, B
KeywordsBeam - column connection
Fibre reinforced polymers
Shear resistances
Test specimens
Bridge decks
Issue Date2011
PublisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.com
Citation
Magazine of Concrete Research, 2011, v. 63 n. 9, p. 629-644 How to Cite?
DOI: http://dx.doi.org/10.1680/macr.2011.63.9.629
AbstractAn effective means to increase the shear resistance of shear deficient reinforced-concrete (RC) beam-column connections is by bonding fibre-reinforced polymer (FRP) composites. The majority of research to date has focused on the strengthening of two-dimensional reinforced-concrete connections with fibre-reinforced polymer; that is, the strengthening of virgin (undamaged) connections. This paper reports the results of tests on the effectiveness of fibre-reinforced polymer strips in repairing two-dimensional connections with different degrees of damage. The results of tests assessing the effectiveness of fibre-reinforced polymer strips in strengthening virgin connections are also reported. All test specimens are extensively instrumented and their behaviour and failure comprehensively documented. In the case of the repaired specimens, instrumentation is concentrated on the fibre-reinforced polymer around the damage region, thus enabling the strength contribution and behaviour of the fibre-reinforced polymer repair to be closely monitored. The results of this experimental programme enable a better understanding of the strengthening and repair effect of fibre-reinforced polymer strips in reinforced-concrete beam-column connections, and the results will also facilitate the future development and calibration of analytical andnumerical models. © 2011.
Persistent Identifierhttp://hdl.handle.net/10722/139079
ISSN
0024-9831
2021 Impact Factor: 2.460
2020 SCImago Journal Rankings: 0.901
ISI Accession Number ID
WOS:000294976900001
Funding AgencyGrant Number
Australian Research Council (ARC)DP0559567
Funding Information:

This project was funded by Australian Research Council (ARC) Discovery Grant DP0559567. The financial assistance of the ARC is gratefully acknowledged.

References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorShrestha, Ren_US
dc.contributor.authorSmith, STen_US
dc.contributor.authorSamali, Ben_US
dc.date.accessioned2011-09-23T05:44:49Z-
dc.date.available2011-09-23T05:44:49Z-
dc.date.issued2011en_US
dc.identifier.citationMagazine of Concrete Research, 2011, v. 63 n. 9, p. 629-644en_US
dc.identifier.issn0024-9831en_US
dc.identifier.urihttp://hdl.handle.net/10722/139079-
dc.description.abstractAn effective means to increase the shear resistance of shear deficient reinforced-concrete (RC) beam-column connections is by bonding fibre-reinforced polymer (FRP) composites. The majority of research to date has focused on the strengthening of two-dimensional reinforced-concrete connections with fibre-reinforced polymer; that is, the strengthening of virgin (undamaged) connections. This paper reports the results of tests on the effectiveness of fibre-reinforced polymer strips in repairing two-dimensional connections with different degrees of damage. The results of tests assessing the effectiveness of fibre-reinforced polymer strips in strengthening virgin connections are also reported. All test specimens are extensively instrumented and their behaviour and failure comprehensively documented. In the case of the repaired specimens, instrumentation is concentrated on the fibre-reinforced polymer around the damage region, thus enabling the strength contribution and behaviour of the fibre-reinforced polymer repair to be closely monitored. The results of this experimental programme enable a better understanding of the strengthening and repair effect of fibre-reinforced polymer strips in reinforced-concrete beam-column connections, and the results will also facilitate the future development and calibration of analytical andnumerical models. © 2011.-
dc.languageengen_US
dc.publisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.comen_US
dc.relation.ispartofMagazine of Concrete Researchen_US
dc.rightsPermission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees-
dc.subjectBeam - column connection-
dc.subjectFibre reinforced polymers-
dc.subjectShear resistances-
dc.subjectTest specimens-
dc.subjectBridge decks-
dc.titleThe effectiveness of FRP strips in repairing moderately and severely damaged RC beam-column connectionsen_US
dc.typeArticleen_US
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0024-9831&volume=Accepted &issue=June&spage=&epage=&date=2010&atitle=The+effectiveness+of+FRP+strips+in+repairing+moderately+and+severely+damaged+RC+beam-column+connections-
dc.identifier.emailSmith, ST: stsmith@hku.hken_US
dc.identifier.authoritySmith, ST=rp00168en_US
dc.description.naturepublished_or_final_version-
dc.identifier.doi10.1680/macr.2011.63.9.629-
dc.identifier.scopuseid_2-s2.0-80052512478-
dc.identifier.hkuros210133en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-80052512478&selection=ref&src=s&origin=recordpage-
dc.identifier.volume63-
dc.identifier.issue9-
dc.identifier.spage629-
dc.identifier.epage644-
dc.identifier.isiWOS:000294976900001-
dc.publisher.placeUnited Kingdom-
dc.identifier.issnl0024-9831-

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