Evaluation of the transfer length of prestressed near surface mounted CFRP rods in concrete

Author:

Badawi Moataz,Wahab Noran,Soudki Khaled

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Abdelrahman AA, Rizkalla SH. Serviceability of concrete beams prestressed by carbon fibre plastic rods. In: Taerwe L, editor. Proc 2nd int symp on non-metallic (FRP) reinforcement for concrete structures. E & FN Spon, London; 1995. p. 403–12.

2. ACI. Prestressed concrete structures with FRP tendons. ACI 440.4R-04. American Concrete Institute, Farmington Hills, Michigan; 2004. p. 35.

3. ACI. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-08. American Concrete Institute, Farmington Hills, Michigan; 2008.

4. Al-Mayah A. Interfacial behavior of CFRP-metal couples for wedge anchor systems. PhD thesis, Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Ontario, Canada; 2004.

5. Badawi M, Soudki K. Strengthening of RC beams with prestressed near surface mounted CFRP rods. In: Proc 3rd int conf on FRP composites in civil engineering, December 13–15, Miami, FL, USA; 2006.

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