Volume 3, Issue 1 (March 2005)
IJCE 2005, 3(1): 1-9 |
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KHALOU A.R., GHARA CHOUR LOU A.. NUMERICAL ANALYSIS OF RC BEAMS FLEXURALLY STRENGTHENED BY CFRP LAMINATES. IJCE 2005; 3 (1) :1-9
URL: http://ijce.iust.ac.ir/article-1-36-en.html
URL: http://ijce.iust.ac.ir/article-1-36-en.html
Abstract: (18144 Views)
This paper presents the results of analytical studies concerning the flexuralstrengthening of reinforced concrete beams by external bonding of high-strength lightweightcarbon fiber reinforced plastic (CFRP) plates to tension face of the beam. Three groups of beamswere tested analytically and compared with existing experimental results. Results of the numericalanalyses showed that, although addition of CFRP plates to the tension face of the beam increasesthe strength, it decreases the beam ductility. Finite element modeling of fifteen different beams in aparametric study indicates that steel area ratio, CFRP thickness, CFRP ultimate strength andelastic modulus considerably influence the level of strengthening and ductility.
Keywords: Carbon fiber, reinforced plastic; Reinforced concrete; Bonding; Flexural strength; Ductility
Type of Study: Research Paper |
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