Mechanics of Bond Fatigue Behavior of Concrete Beams Strengthened with NSM CFRP Rods

Author:

Wahab Noran123,Soudki Khaled A.123,Topper Timothy123

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1.

2. Professor and Canada Research Chair, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1 (corresponding author).

3. Distinguished Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference16 articles.

1. Aidoo J. Harries K. A. and Petrou M. F. (2004). “Behavior of reinforced concrete bridge retrofit with CFRP and subjected to monotonic and fatigue loading.” Proc. 4th Int. Conf. on Advanced Composite Materials in Bridges and Structures (ACMBS 2004) Canadian Society for Civil Engineering Montreal QC Canada.

2. American Concrete Institute (ACI) Committee 215. (1997). “Considerations for design of concrete structures subjected to fatigue loading.” 215R-92 Farmington Hills MI.

3. American Concrete Institute (ACI) Committee 440. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” 440.2R-08 Farmington Hills MI.

4. Canadian Standards Association (CSA). (2006). “Canadian highway bridge design code.” CAN/CSA S6-06 Mississauga ON Canada.

5. A modified pull-out test for bond of near-surface mounted FRP rods in concrete

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