File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Pullout strength models for FRP anchors in uncracked concrete

TitlePullout strength models for FRP anchors in uncracked concrete
Authors
KeywordsAnchors
Concrete
Fiber reinforced polymers
Pullout
Strength
Issue Date2010
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cc.html
Citation
Journal Of Composites For Construction, 2010, v. 14 n. 4, p. 406-414 How to Cite?
AbstractMechanical anchorage can delay or even prevent premature debonding failure in externally bonded fiber-reinforced polymer (FRP) composite strengthening systems. A promising type of anchor made from FRP, which is known as a FRP spike anchor or FRP anchor among other names, is noncorrosive and can be applied to a wide range of structural elements and externally bonded FRP strengthening schemes. Experimental investigations have shown FRP anchors to be effective under tension (pullout) and shear loading, however, few analytical models exist to date. This paper in turn presents analytical models to quantify the pullout strength of FRP anchors. As existing research on the pullout behavior of metallic anchors is partially relevant to FRP anchors, this paper first presents a review of current pullout strength models for metallic anchors. These models are then assessed with experimental data of FRP anchors and modified and recalibrated where appropriate. As a result, simple and rational pullout strength models for FRP anchors are proposed which can also be used in design. Finally, parametric studies are undertaken and the influence of key variables is identified. © 2010 ASCE.
Persistent Identifierhttp://hdl.handle.net/10722/124596
ISSN
2015 Impact Factor: 2.503
2015 SCImago Journal Rankings: 2.051
ISI Accession Number ID
Funding AgencyGrant Number
Hong Kong Research Grants CouncilHKU 715907E
Funding Information:

Funding provided by the Hong Kong Research Grants Council in the form of General Research Fund HKU 715907E is gratefully acknowledged.

References
Grants

 

DC FieldValueLanguage
dc.contributor.authorKim, SJen_HK
dc.contributor.authorSmith, STen_HK
dc.date.accessioned2010-10-31T10:43:17Z-
dc.date.available2010-10-31T10:43:17Z-
dc.date.issued2010en_HK
dc.identifier.citationJournal Of Composites For Construction, 2010, v. 14 n. 4, p. 406-414en_HK
dc.identifier.issn1090-0268en_HK
dc.identifier.urihttp://hdl.handle.net/10722/124596-
dc.description.abstractMechanical anchorage can delay or even prevent premature debonding failure in externally bonded fiber-reinforced polymer (FRP) composite strengthening systems. A promising type of anchor made from FRP, which is known as a FRP spike anchor or FRP anchor among other names, is noncorrosive and can be applied to a wide range of structural elements and externally bonded FRP strengthening schemes. Experimental investigations have shown FRP anchors to be effective under tension (pullout) and shear loading, however, few analytical models exist to date. This paper in turn presents analytical models to quantify the pullout strength of FRP anchors. As existing research on the pullout behavior of metallic anchors is partially relevant to FRP anchors, this paper first presents a review of current pullout strength models for metallic anchors. These models are then assessed with experimental data of FRP anchors and modified and recalibrated where appropriate. As a result, simple and rational pullout strength models for FRP anchors are proposed which can also be used in design. Finally, parametric studies are undertaken and the influence of key variables is identified. © 2010 ASCE.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/cc.htmlen_HK
dc.relation.ispartofJournal of Composites for Constructionen_HK
dc.subjectAnchorsen_HK
dc.subjectConcreteen_HK
dc.subjectFiber reinforced polymersen_HK
dc.subjectPullouten_HK
dc.subjectStrengthen_HK
dc.titlePullout strength models for FRP anchors in uncracked concreteen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1090-0268&volume=doi: 10.1061/&issue=ASCE&spage=&epage=&date=2010&atitle=Pullout+strength+models+for+FRP+anchors+in+uncracked+concreteen_HK
dc.identifier.emailSmith, ST:stsmith@hku.hken_HK
dc.identifier.authoritySmith, ST=rp00168en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000097en_HK
dc.identifier.scopuseid_2-s2.0-77955252810en_HK
dc.identifier.hkuros178880en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77955252810&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume14en_HK
dc.identifier.issue4en_HK
dc.identifier.spage406en_HK
dc.identifier.epage414en_HK
dc.identifier.isiWOS:000279991900007-
dc.publisher.placeUnited Statesen_HK
dc.relation.projectPrevention of Debonding Failures in Externally Bonded Fibre Reinforced Polymer (FRP) Composite Strengthening Systems using FRP Anchors-
dc.identifier.scopusauthoridKim, SJ=24833490500en_HK
dc.identifier.scopusauthoridSmith, ST=8751691000en_HK

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats