Analytical Model for Residual Bond Strength of Corroded Reinforcement in Concrete Structures-Reference-Cited by-同舟云学术

Analytical Model for Residual Bond Strength of Corroded Reinforcement in Concrete Structures

Published:2016-02 Issue:2 Volume:142 Page:04015079
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chen Hua-Peng¹,Nepal Jaya²

Affiliation:

1. Professor of Civil Engineering, Dept. of Engineering Science, Univ. of Greenwich, Chatham Maritime, Kent ME4 4TB, U.K. (corresponding author).

2. Ph.D. Student, Dept. of Engineering Science, Univ. of Greenwich, Chatham Maritime, Kent ME4 4TB, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000997

Reference33 articles.

1. ACI (American Concrete Institute). (2003). “Bond and development of straight reinforcing bars in tension.” Committee 408R 1–49 Farmington Hills MI.

2. Factors controlling cracking of concrete affected by reinforcement corrosion

3. Modeling the effect of corrosion on bond strength at the steel–concrete interface with finite-element analysis

4. Bond behaviour of corroded reinforcement bars;Auyeung Y.;ACI Mater. J.,2000

5. Modeling the Structural Effects of Rust in Concrete Cover

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