EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT

Shear resistance in concrete members is an important concern due to the brittle and catastrophic nature of the shear failure. Long term degradation and deterioration, improper structural design, over flexural strengthening or increases in loads are the reasons that can arise the shear failure. Deter...

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Main Author: FAZLI, HAMED
Format: Thesis
Language: English
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-utpedia.18367 /
Published: 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access: http://utpedia.utp.edu.my/18367/1/Hamed%20Fazli-Ph.D.%20Thesis.pdf
http://utpedia.utp.edu.my/18367/
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spelling utp-utpedia.183672019-01-23T13:51:47Z http://utpedia.utp.edu.my/18367/ EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT FAZLI, HAMED TA Engineering (General). Civil engineering (General) Shear resistance in concrete members is an important concern due to the brittle and catastrophic nature of the shear failure. Long term degradation and deterioration, improper structural design, over flexural strengthening or increases in loads are the reasons that can arise the shear failure. Deterioration of marine concrete structures and their strengthening are challenges of the world today. Among the several shear strengthening techniques, the increasing use of carbon fibre reinforced polymer (CFRP) composite appears to be a solution for strengthening of the reinforced concrete (RC) structures. CFRP application has an exceptional physical and mechanical properties such as its high strength-to-weight ratio and easy installation of the application. Therefore, develop experimental studies on CFRP strengthening technique under the environmental condition, lead to a clear understanding of its performance in real service life. 2018-03 Thesis NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/18367/1/Hamed%20Fazli-Ph.D.%20Thesis.pdf FAZLI, HAMED (2018) EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT. PhD thesis, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
collection UTPedia
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
FAZLI, HAMED
EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
description Shear resistance in concrete members is an important concern due to the brittle and catastrophic nature of the shear failure. Long term degradation and deterioration, improper structural design, over flexural strengthening or increases in loads are the reasons that can arise the shear failure. Deterioration of marine concrete structures and their strengthening are challenges of the world today. Among the several shear strengthening techniques, the increasing use of carbon fibre reinforced polymer (CFRP) composite appears to be a solution for strengthening of the reinforced concrete (RC) structures. CFRP application has an exceptional physical and mechanical properties such as its high strength-to-weight ratio and easy installation of the application. Therefore, develop experimental studies on CFRP strengthening technique under the environmental condition, lead to a clear understanding of its performance in real service life.
format Thesis
author FAZLI, HAMED
author_sort FAZLI, HAMED
title EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
title_short EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
title_full EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
title_fullStr EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
title_full_unstemmed EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
title_sort effective bond length model for cfrp bonded concrete exposed to marine environment
publishDate 2018
url http://utpedia.utp.edu.my/18367/1/Hamed%20Fazli-Ph.D.%20Thesis.pdf
http://utpedia.utp.edu.my/18367/
_version_ 1741195337293365248
score 11.62408

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