Comparison of Roles of FRP Sheets, Stirrups, and Steel Fibers in Confining Bond Critical Regions-Reference-Cited by-同舟云学术

Comparison of Roles of FRP Sheets, Stirrups, and Steel Fibers in Confining Bond Critical Regions

Published:2006-08 Issue:4 Volume:10 Page:330-336
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hamad Bilal S.¹²,Rteil Ahmad A.¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El Solh 1107 2020, Beirut, Lebanon (corresponding author). E-mail: bhamad@aub.edu.lb

2. Graduate Student, Dept. of Civil Engineering, Univ. of Waterloo, Canada.

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%291090-0268%282006%2910%3A4%28330%29

Reference11 articles.

1. ACI Committee 318. (2005). “Building code requirements for reinforced concrete and commentary.” ACI 318-05/ACI 318R-05 Farmington Hills Mich.

2. Behavior of lap-spliced reinforcing bars embedded in high strength concrete;Azizinamini A.;ACI Struct. J.,1999

3. Bond performance of reinforcing bars embedded in high strength concrete;Azizinamini A.;ACI Struct. J.,1993

4. Development length criteria for conventional and high relative area reinforcing bars;Darwin D.;ACI Struct. J.,1996

5. Effect of steel fiber reinforcement on bond strength of tension lap splices in high strength concrete;Hamad B. S.;ACI Struct. J.,2001

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