Pullout Strength Models For Frp Anchors In Uncracked Concrete

Kim, S; Smith, ST

Pullout Strength Models For Frp Anchors In Uncracked Concrete

Kim, S Smith, ST

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Publisher:: Asce-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal Of Composites For Construction, 2010, 14 (4), pp. 406 - 414
Issue Date:: 2010-01

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Field	Value	Language
dc.contributor.author	Kim, S	en_US
dc.contributor.author	Smith, ST	en_US
dc.date.issued	2010-01	en_US
dc.identifier.citation	Journal Of Composites For Construction, 2010, 14 (4), pp. 406 - 414	en_US
dc.identifier.issn	1090-0268	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13527
dc.description.abstract	Mechanical 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 a	en_US
dc.publisher	Asce-Amer Soc Civil Engineers	en_US
dc.relation.ispartof	Journal Of Composites For Construction	en_US
dc.relation.isbasedon	10.1061/(ASCE)CC.1943-5614.0000097	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Pullout Strength Models For Frp Anchors In Uncracked Concrete	en_US
dc.type	Journal Article
utslib.citation.volume	4	en_US
utslib.citation.volume	14	en_US
utslib.location.activity	ISI:000279991900007	en_US
utslib.for	0905 Civil Engineering	en_US
dc.location.activity	ISI:000279991900007	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access
pubs.consider-herdc	true	en_US
pubs.issue	4	en_US
pubs.volume	14	en_US

Abstract:

Mechanical 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 a

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/13527