Effect of Steel Fibers on Bond Performance of Steel Bars in NSC and HSC under Load Reversals-Reference-Cited by-同舟云学术

Effect of Steel Fibers on Bond Performance of Steel Bars in NSC and HSC under Load Reversals

Published:2007-10 Issue:10 Volume:19 Page:864-873
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Harajli M. H.¹²,Gharzeddine O.¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107-2020, Lebanon (corresponding author). E-mail: mharajli@aub.edu.lb

2. Master Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107-2020, Lebanon.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282007%2919%3A10%28864%29

Reference16 articles.

1. American Concrete Institute (ACI) Committee 544. (1982). “State-of-the-art report on fiber reinforced concrete.” ACI 544.IR-82 Detroit.

2. American Concrete Institute (ACI) Committee 408. (1992). “State-of-the-art report on bond under cyclic loads.” ACI 408.2R92 Detroit.

3. American Concrete Institute (ACI) Committee 318. (2002). “Building code requirements for structural concrete.” ACI 318-02 Farmington Hills Mich.

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

5. Recommended provisions and commentary on development and lap splice lengths for deformed reinforcing bars in tension;Darwin D.;ACI Struct. J.,2005

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