Behavior of FRP strengthened reinforced concrete beams under torsion

Ameli, M; Ronagh, H; Dux, P

Behavior of FRP strengthened reinforced concrete beams under torsion

Ameli, M Ronagh, H Dux, P

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Publisher:: Asce-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal Of Composites For Construction, 2007, 11 (2), pp. 192 - 200
Issue Date:: 2007-01

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Field	Value	Language
dc.contributor.author	Ameli, M	en_US
dc.contributor.author	Ronagh, H	en_US
dc.contributor.author	Dux, P	en_US
dc.date.issued	2007-01	en_US
dc.identifier.citation	Journal Of Composites For Construction, 2007, 11 (2), pp. 192 - 200	en_US
dc.identifier.issn	1090-0268	en_US
dc.identifier.uri	http://hdl.handle.net/10453/4349
dc.description.abstract	The use of fiber reinforced plastics (FRPs) for flexural and shear strengthening of reinforced concrete beams has been scrutinized to a considerable depth by researchers worldwide. The area of torsional strengthening however has not been as popular. This	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)1090-0268(2007)11:2(192	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Behavior of FRP strengthened reinforced concrete beams under torsion	en_US
dc.type	Journal Article
utslib.citation.volume	2	en_US
utslib.citation.volume	11	en_US
utslib.for	0905 Civil Engineering	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	2	en_US
pubs.volume	11	en_US

Abstract:

The use of fiber reinforced plastics (FRPs) for flexural and shear strengthening of reinforced concrete beams has been scrutinized to a considerable depth by researchers worldwide. The area of torsional strengthening however has not been as popular. This

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http://hdl.handle.net/10453/4349