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Article: Behaviour of handmade FRP anchors under tensile load in uncracked concrete

TitleBehaviour of handmade FRP anchors under tensile load in uncracked concrete
Authors
KeywordsAnchors
Concrete
Database
Debonding
FRP
Pullout
Issue Date2009
PublisherMulti-Science Publishing Co Ltd. The Journal's web site is located at http://www.multi-science.co.uk/advstruc.htm
Citation
Advances In Structural Engineering, 2009, v. 12 n. 6, p. 845-865 How to Cite?
AbstractFibre-reinforced polymer (FRP) anchors made from rolled or bundled fibres, which are known as FRP anchors amongst other names, are an emerging form of anchorage for application to externally bonded FRP strengthening systems. Little is however known of the fundamental behaviour of these anchors. This paper in turn reports the results of experiments on FRP anchors under pure tension (pullout) loading. A detailed description of the anchor construction procedure is firstly presented followed by anchor tensile strength test results. Pullout test results of FRP anchors embedded into uncracked concrete blocks are then reported with particular attention focused on the failure mechanisms, failure loads, bond strength and load- displacement and load-strain responses for varying anchor hole diameter, embedment depth and anchor fibre content. Finally, a large test data base is assembled from the results of the present study as well as two other studies found in the open literature. Relationships between the pullout load to the anchor diameter, embedment depth and concrete strength are identified while the effects of different methods of anchor construction are also discussed.
Persistent Identifierhttp://hdl.handle.net/10722/124603
ISSN
2015 Impact Factor: 0.577
2015 SCImago Journal Rankings: 0.475
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 a General Research Fund Grant (HKU 715907E) is gratefully acknowledged.

References
Grants

 

DC FieldValueLanguage
dc.contributor.authorKim, SJen_HK
dc.contributor.authorSmith, STen_HK
dc.date.accessioned2010-10-31T10:43:39Z-
dc.date.available2010-10-31T10:43:39Z-
dc.date.issued2009en_HK
dc.identifier.citationAdvances In Structural Engineering, 2009, v. 12 n. 6, p. 845-865en_HK
dc.identifier.issn1369-4332en_HK
dc.identifier.urihttp://hdl.handle.net/10722/124603-
dc.description.abstractFibre-reinforced polymer (FRP) anchors made from rolled or bundled fibres, which are known as FRP anchors amongst other names, are an emerging form of anchorage for application to externally bonded FRP strengthening systems. Little is however known of the fundamental behaviour of these anchors. This paper in turn reports the results of experiments on FRP anchors under pure tension (pullout) loading. A detailed description of the anchor construction procedure is firstly presented followed by anchor tensile strength test results. Pullout test results of FRP anchors embedded into uncracked concrete blocks are then reported with particular attention focused on the failure mechanisms, failure loads, bond strength and load- displacement and load-strain responses for varying anchor hole diameter, embedment depth and anchor fibre content. Finally, a large test data base is assembled from the results of the present study as well as two other studies found in the open literature. Relationships between the pullout load to the anchor diameter, embedment depth and concrete strength are identified while the effects of different methods of anchor construction are also discussed.en_HK
dc.languageengen_HK
dc.publisherMulti-Science Publishing Co Ltd. The Journal's web site is located at http://www.multi-science.co.uk/advstruc.htmen_HK
dc.relation.ispartofAdvances in Structural Engineeringen_HK
dc.subjectAnchorsen_HK
dc.subjectConcreteen_HK
dc.subjectDatabaseen_HK
dc.subjectDebondingen_HK
dc.subjectFRPen_HK
dc.subjectPullouten_HK
dc.titleBehaviour of handmade FRP anchors under tensile load in uncracked concreteen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1369-4332&volume=12&issue=6&spage=845&epage=865&date=2010&atitle=Behaviour+of+handmade+FRP+anchors+under+tensile+load+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.doi10.1260/136943309790327716en_HK
dc.identifier.scopuseid_2-s2.0-77049116322en_HK
dc.identifier.hkuros178864en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77049116322&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume12en_HK
dc.identifier.issue6en_HK
dc.identifier.spage845en_HK
dc.identifier.epage865en_HK
dc.identifier.isiWOS:000273104300009-
dc.publisher.placeUnited Kingdomen_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
dc.identifier.citeulike6582831-

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