Bond Behavior of Embedded Reinforcing Steel Bars for Varying Levels of Transversal Pressure-Reference-Cited by-同舟云学术

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Bond Behavior of Embedded Reinforcing Steel Bars for Varying Levels of Transversal Pressure

Published:2016-04 Issue:2 Volume:30 Page:04015023
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Afefy Hamdy M.¹,El-Tony El-Tony M.²

Affiliation:

1. Associate Professor, Dept. of Structural Engineering, Faculty of Engineering, Tanta Univ., Tanta 31511, Egypt (corresponding author).

2. Associate Professor, Dept. of Structural Engineering, Faculty of Engineering, Alexandria Univ., Alexandria 11432, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000768

Reference30 articles.

1. ACI (American Concrete Institute). (2003). “Bond and development of straight reinforcing bars in tension.” ACI 408R–03 Farmington Hills MI.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318–11 Farmington Hills MI.

3. Concrete–reinforcement bond in different concrete classes

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

5. Bond slip model for the simulation of reinforced concrete structures

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