Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path

The objective of this research is to determine the effectiveness of strengthening schemes with different stirrup spacing or CFRP sheet placement and to propose an analytical model to predict the failure behaviour and strength of the plated beam based on strain compatibility theory and the compressiv...

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Bibliographic Details
Main Author:	Zhang, Bing
Other Authors:	MacAlevey, Niall, F.
Format:	Theses and Dissertations
Language:	English
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Structures and design
Online Access:	http://hdl.handle.net/10356/12166
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Institution:	Nanyang Technological University
Language:	English

id	sg-ntu-dr.10356-12166
record_format	dspace
spelling	sg-ntu-dr.10356-121662023-03-03T19:33:45Z Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path Zhang, Bing MacAlevey, Niall, F. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The objective of this research is to determine the effectiveness of strengthening schemes with different stirrup spacing or CFRP sheet placement and to propose an analytical model to predict the failure behaviour and strength of the plated beam based on strain compatibility theory and the compressive force path concept. Master of Engineering (CEE) 2008-09-25T06:38:59Z 2008-09-25T06:38:59Z 2003 2003 Thesis http://hdl.handle.net/10356/12166 en Nanyang Technological University 229 p. application/pdf
institution	Nanyang Technological University
building	NTU Library
continent	Asia
country	Singapore Singapore
content_provider	NTU Library
collection	DR-NTU
language	English
topic	DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle	DRNTU::Engineering::Civil engineering::Structures and design Zhang, Bing Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
description	The objective of this research is to determine the effectiveness of strengthening schemes with different stirrup spacing or CFRP sheet placement and to propose an analytical model to predict the failure behaviour and strength of the plated beam based on strain compatibility theory and the compressive force path concept.
author2	MacAlevey, Niall, F.
author_facet	MacAlevey, Niall, F. Zhang, Bing
format	Theses and Dissertations
author	Zhang, Bing
author_sort	Zhang, Bing
title	Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
title_short	Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
title_full	Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
title_fullStr	Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
title_full_unstemmed	Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
title_sort	strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path
publishDate	2008
url	http://hdl.handle.net/10356/12166
_version_	1759857301697593344

Strengthening of reinforced concrete beams using carbon fibre reinforced polymer and the concept of the compressive force path

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