Behaviour of concrete beam-column connections reinforced with hybrid FRP sheet

Li, J; Samali, B; Ye, L; Bakoss, S

Behaviour of concrete beam-column connections reinforced with hybrid FRP sheet

Li, J

Samali, B

Ye, L Bakoss, S

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Publication Type:: Journal Article
Citation:: Composite Structures, 2002, 57 (1-4), pp. 357 - 365
Issue Date:: 2002-07-01

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Field	Value	Language
dc.contributor.author	Li, J https://orcid.org/0000-0002-2526-3048	en_US
dc.contributor.author	Samali, B https://orcid.org/0000-0002-3426-7745	en_US
dc.contributor.author	Ye, L	en_US
dc.contributor.author	Bakoss, S	en_US
dc.date.issued	2002-07-01	en_US
dc.identifier.citation	Composite Structures, 2002, 57 (1-4), pp. 357 - 365	en_US
dc.identifier.issn	0263-8223	en_US
dc.identifier.uri	http://hdl.handle.net/10453/4257
dc.description.abstract	Modelling complex concrete column-beam connection with hybrid fibre reinforced plastic (FRP) reinforcement properly requires understanding of the behaviour of such component and supporting from some experimental data for model updating and refinement. This paper, through a comprehensive experimental work, investigates the behaviour of reinforced concrete frame specimens designed to represent the column-beam connections in plane frames. As a follow-up to the previous reported work, it focuses on details of experimental analyses, in particular, a comprehensive strain analysis. Results of the analysis show that designed hybrid FRP reinforcement greatly improve the stiffness and load carrying capacity of its concrete counterpart. It also delays the crack initiation at the joint through confinement due to FRP reinforcement. © 2002 Published by Elsevier Science Ltd.	en_US
dc.relation.ispartof	Composite Structures	en_US
dc.relation.isbasedon	10.1016/S0263-8223(02)00102-2	en_US
dc.subject.classification	Materials	en_US
dc.title	Behaviour of concrete beam-column connections reinforced with hybrid FRP sheet	en_US
dc.type	Journal Article
utslib.citation.volume	1-4	en_US
utslib.citation.volume	57	en_US
utslib.for	091304 Dynamics, Vibration and Vibration Control	en_US
utslib.for	090505 Infrastructure Engineering and Asset Management	en_US
utslib.for	090506 Structural Engineering	en_US
utslib.for	09 Engineering	en_US
dc.location.activity	NANJING, PEOPLES R CHINA
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
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.issue	1-4	en_US
pubs.publication-status	Published	en_US
pubs.volume	57	en_US

Abstract:

Modelling complex concrete column-beam connection with hybrid fibre reinforced plastic (FRP) reinforcement properly requires understanding of the behaviour of such component and supporting from some experimental data for model updating and refinement. This paper, through a comprehensive experimental work, investigates the behaviour of reinforced concrete frame specimens designed to represent the column-beam connections in plane frames. As a follow-up to the previous reported work, it focuses on details of experimental analyses, in particular, a comprehensive strain analysis. Results of the analysis show that designed hybrid FRP reinforcement greatly improve the stiffness and load carrying capacity of its concrete counterpart. It also delays the crack initiation at the joint through confinement due to FRP reinforcement. © 2002 Published by Elsevier Science Ltd.

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

http://hdl.handle.net/10453/4257