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Flexural Strengthening Using Carbon Fibre Reinforced Polymer (CFRP) Strip on Reinforced Concrete (RC) Skew Beam

Azizul Bin Hawari, Azizul (2009) Flexural Strengthening Using Carbon Fibre Reinforced Polymer (CFRP) Strip on Reinforced Concrete (RC) Skew Beam. Universiti Teknologi Petronas, Sri Iskandar,Tronoh,Perak. (Unpublished)

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Abstract

This report is experimentally conducted to determine the flexural effect of skew beams if CFRP is applied in the bottom middle of the beam. In the experiment, the author will test two types of skew tramms which have an angle of 15" and 20°euch. In both type of skew, the author will also text with different arrangements of CFRP application on the skew beam. the method used to text the beams in this experiment will he the double point loads test perfumed in 1 /3 and full span length CFRP applied on the skew beams. Thc arrangement of the links will be 100mm from centre to centre and I" for the four bars of rcinCorcement. The size of the beam used will be 230mm x 159mm x 2000mm. The investigation found out that full application of CFRP on the bottom of the hewn will give highest elasticity among other two beams (control beams and 1/3 CFRP beam) but lower the ductility while 1/3 of the full length of the beams will give higher elasticity compare to control beam and retain some of ductility to the beams

Item Type: Final Year Project
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Users 5 not found.
Date Deposited: 11 Jan 2012 12:24
Last Modified: 19 Jan 2017 15:48
URI: http://utpedia.utp.edu.my/id/eprint/728

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