Effect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams-Reference-Cited by-同舟云学术

Effect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams

Published:2016-02 Issue:1 Volume:20 Page:04015030
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 (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 and Dept. of Mechanical and Mechatronic 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.1943-5614.0000588

Reference20 articles.

1. ACI (American Concrete Institute). (1992). “Considerations for design of concrete structures subjected to fatigue loading.” ACI 215-74 Detroit.

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

3. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI440.2 R-08 Detroit.

4. ACI (American Concrete Institute). (2012). “Report on bond of steel reinforcing bars under cyclic loads.” ACI408.2 R-12 Detroit.

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

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