Flexural behaviour of concrete beams strengthened with near surface mounted fibre reinforced polymer bars-Reference-Cited by-同舟云学术

Flexural behaviour of concrete beams strengthened with near surface mounted fibre reinforced polymer bars

Published:2010-10 Issue:10 Volume:37 Page:1371-1382
ISSN:0315-1468
Container-title:Canadian Journal of Civil Engineering
language:en
Short-container-title:Can. J. Civ. Eng.

Author:

Soliman Shehab M.¹²,El-Salakawy Ehab¹²,Benmokrane Brahim¹²

Affiliation:

1. Department of Civil Engineering, University of Sherbrooke, Sherbrooke, QC J1K 2R1, Canada.

2. Department of Civil Engineering, University of Manitoba, Winnipeg, MB R3T 5V6, Canada.

Abstract

Fibre reinforced polymer (FRP) composite materials have been used as internal and external reinforcement for concrete structures. Flexural strengthening of concrete elements using near surface mounted (NSM)–FRP materials are a promising technology. This research is designed to investigate the behaviour of reinforced concrete beams strengthened in flexure with NSM–FRP bars. A total of 20 reinforced concrete beams were tested. Different parameters including internal steel reinforcement ratio, type of NSM–FRP bars, FRP bar diameter, bonded length, and groove size were investigated in this research. Test results showed that the use of NSM–FRP bars is effective in increasing the flexural capacity of concrete beams. In addition, a nonlinear 3D finite element (FE) analysis was used to numerically simulate the behaviour of the test beams. Comparisons between the FE predictions and experimental results showed very good agreement in terms of the load−deflection and load−strain relationships, ultimate capacities, and modes of failure for the tested beams.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/L10-077

Reference13 articles.

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2. ACI Committee 440. 2004. Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures. ACI 440.3R-04, American Concrete Institute, Farmington Hills, Mich.

3. ADINA. 2004. Automatic dynamic incremental nonlinear analysis: Finite element software version 8.2. ADINA R&D, Inc., Watertown, MA, USA.

4. Designing and Testing of Concrete Bridge Decks Reinforced with Glass FRP Bars

5. Construction and Testing of an Innovative Concrete Bridge Deck Totally Reinforced with Glass FRP Bars: Val-Alain Bridge on Highway 20 East

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