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

FAZLI, HAMED (2018) EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT. PhD thesis, Universiti Teknologi PETRONAS.

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Abstract

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.

Item Type: Thesis (PhD)
Academic Subject : Academic Department - Civil Engineering - Water and environment - Water
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Ahmad Suhairi Mohamed Lazim
Date Deposited: 23 Jan 2019 13:51
Last Modified: 23 Jan 2019 13:51
URI: http://utpedia.utp.edu.my/id/eprint/18367

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