Numerical Bond Analysis Using Experimentally Derived Local Bond Laws: A Powerful Method for Evaluating the Bond Strength of Steel Bars-Reference-Cited by-同舟云学术

Numerical Bond Analysis Using Experimentally Derived Local Bond Laws: A Powerful Method for Evaluating the Bond Strength of Steel Bars

Published:2007-05 Issue:5 Volume:133 Page:695-705
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Harajli M. H.¹

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Lebanon. E-mail: mharajli@aub.edu.lb

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A5%28695%29

Reference28 articles.

1. American Concrete Institute (ACI). (1990). “Suggested development splices and standard hook provisions for deformed bars in tension.” ACI Committee Rep. 408.1R-90 Detroit.

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

3. American Concrete Institute (ACI). (2002). “Building code requirements for reinforced concrete and commentary.” ACI Committee Rep. 318-2002/ACI318R-02 Farmington Hills Mich.

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

5. Comité Euro-International du Béton (CEB). (1990). “CEB Bulletin d’information.” CEB-FIP Model Code 1990 Lausanne Switzerland 213–214.

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