Analytical Method For Evaluating Ultimate Torque Of FRP Strengthened Reinforced Concrete Beams

Ameli, M; Ronagh, H

Analytical Method For Evaluating Ultimate Torque Of FRP Strengthened Reinforced Concrete Beams

Ameli, M Ronagh, H

Permalink

Publisher:: ASCE-Amer Soc Civil Engineers
Publication Type:: Journal Article
Citation:: Journal Of Composites For Construction, 2007, 11 (4), pp. 384 - 390
Issue Date:: 2007-01

Closed Access

	Filename	Description	Size
	2006015337.pdf		200.12 kB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Ameli, M	en_US
dc.contributor.author	Ronagh, H	en_US
dc.date.issued	2007-01	en_US
dc.identifier.citation	Journal Of Composites For Construction, 2007, 11 (4), pp. 384 - 390	en_US
dc.identifier.issn	1090-0268	en_US
dc.identifier.uri	http://hdl.handle.net/10453/4198
dc.description.abstract	The behavior of fiber reinforced polymer (FRP) strengthened reinforced concrete beams subjected to torsional loads has not been well understood compared to other loads. Interaction of different components of concrete, steel, and FRP in addition to the co	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)11:4(384	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Analytical Method For Evaluating Ultimate Torque Of FRP Strengthened Reinforced Concrete Beams	en_US
dc.type	Journal Article
utslib.citation.volume	4	en_US
utslib.citation.volume	11	en_US
utslib.location.activity	ISI:000248137200004	en_US
utslib.for	0905 Civil Engineering	en_US
dc.location.activity	ISI:000248137200004	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	11	en_US

Abstract:

The behavior of fiber reinforced polymer (FRP) strengthened reinforced concrete beams subjected to torsional loads has not been well understood compared to other loads. Interaction of different components of concrete, steel, and FRP in addition to the co

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

http://hdl.handle.net/10453/4198