Prestressed near-surface mounted fibre reinforced polymer reinforcement for concrete structures — a review

Author:

El-Hacha Raafat1,Soudki Khaled2

Affiliation:

1. Department of Civil Engineering, University of Calgary, 2500 University Dr. NW, Calgary, AB T2N 1N4, Canada.

2. Department of Civil and Environmental Engineering, University of Waterloo, 200 University Ave. West, Waterloo, ON N2L 3G1, Canada.

Abstract

The specialized application of prestressing the near-surface mounted (NSM) fibre reinforced polymer (FRP) reinforcement for strengthening reinforced concrete (RC) structures combines the benefits of the FRP reinforcement with the advantages associated with external prestressing. By applying a prestress to the NSM FRP the material is used more efficiently since a greater portion of its tensile capacity is employed. This paper presents a comprehensive review on the performance of RC members strengthened using prestressed NSM FRP reinforcement. Several techniques and anchorage systems developed to prestress the NSM FRP are presented. The static flexural and fatigue performance of RC beams strengthened using prestressed NSM FRP in comparison to non-prestressed NSM is presented. Research on the long-term performance under freeze–thaw exposures and sustained loading is also presented.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference41 articles.

1. AASHTO LRFD. 2004. Bridge design specifications. American Association of State Highway and Transportation Officials, 3rd ed.

2. ACI Committee 215. 2008. Considerations for design of concrete structures subjected to fatigue loading. ACI 215R-74 (reapproved 1997). Farmington Hills, American Concrete Institute, Michigan.

3. Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

4. Full-Scale Experimental Investigation of Repair of Reinforced Concrete Interstate Bridge Using CFRP Materials

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