NUMERICAL ANALYSIS OF RC BEAMS FLEXURALLY STRENGTHENED BY CFRP LAMINATES

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KHALOU A.R.; GHARA CHOURLOU A.

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Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF CIVIL ENGINEERING Year:2005 | Volume:3 | Issue:1 Page(s): 0-0

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Title

NUMERICAL ANALYSIS OF RC BEAMS FLEXURALLY STRENGTHENED BY CFRP LAMINATES

Author(s)

KHALOU A.R. | GHARA CHOURLOU A.

Keywords

CARBON FIBER-REINFORCED PLASTIC; REINFORCED CONCRETE; BONDING; FLEXURAL STRENGTH; DUCTILITY

Abstract

This paper presents the results of analytical studies concerning the flexural
strengthening of reinforced concrete beams by external bonding of high-strength lightweight
carbon fiber reinforced plastic (CFRP) plates to tension face of the beam. Three groups of beams
were tested analytically and compared with existing experimental results. Results of the numerical
analyses showed that, although addition of CFRP plates to the tension face of the beam increases
the strength, it decreases the beam ductility. Finite element modeling of fifteen different beams in a
parametric study indicates that steel area ratio, CFRP thickness, CFRP ultimate strength and
elastic modulus considerably influence the level of strengthening and ductility.

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APA: Copy

KHALOU, A.R., & GHARA CHOURLOU, A.. (2005). NUMERICAL ANALYSIS OF RC BEAMS FLEXURALLY STRENGTHENED BY CFRP LAMINATES. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 3(1), 0-0. SID. https://sid.ir/paper/271713/en

Vancouver: Copy

KHALOU A.R., GHARA CHOURLOU A.. NUMERICAL ANALYSIS OF RC BEAMS FLEXURALLY STRENGTHENED BY CFRP LAMINATES. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2005;3(1):0-0. Available from: https://sid.ir/paper/271713/en

IEEE: Copy

A.R. KHALOU, and A. GHARA CHOURLOU, “NUMERICAL ANALYSIS OF RC BEAMS FLEXURALLY STRENGTHENED BY CFRP LAMINATES,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 3, no. 1, pp. 0–0, 2005, [Online]. Available: https://sid.ir/paper/271713/en

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