Fatigue Bond Stress–Slip Behavior of Lap Splices in the Reinforcement of Unwrapped and FRP-Wrapped Concrete Beams-Reference-Cited by-同舟云学术

Fatigue Bond Stress–Slip Behavior of Lap Splices in the Reinforcement of Unwrapped and FRP-Wrapped Concrete Beams

Published:2016-12 Issue:6 Volume:20 Page:04016039
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alyousef Rayed¹,Topper Tim²,Al-Mayah Adil³

Affiliation:

1. Ph.D. Student, Univ. of Waterloo, 200 University Ave. W, Waterloo, ON, Canada N2L 3G1; presently, Lecturer, on leave, Dept. of Civil Engineering, Prince Sattam Bin Abdulaziz Univ., Al-Kharj, Saudi Arabia (corresponding author).

2. Distinguished Professor Emeritus, Univ. of Waterloo, 200 University Ave. W, Waterloo, ON, Canada N2L 3G1.

3. Assistant Professor, Dept. of Civil and Environmental Engineering/Dept. of Mechanical and Mechatronics Engineering, Univ. of 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000699

Reference18 articles.

1. ACI (American Concrete Institute). (2003). “Bond and development of straight reinforcing bars in tension.” ACI 408-03 Detroit.

2. ACI (American Concrete Institute). (2012). “Report on bond of steel reinforcing bars under cyclic loads.” ACI 408.2R-12 Detroit.

3. Effect of FRP wrapping on fatigue bond behavior of spliced concrete beams;Alyousef R.;J. Compos. Constr.,2015

4. Fatigue of bond;Balázs G. L.;ACI Mater. J.,1991

5. Bond Strength of Lap-Spliced Bars in Concrete Confined with Composite Jackets

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