Simplified Model for Corrosion-Induced Bond Degradation between Steel Strand and Concrete-Reference-Cited by-同舟云学术

Simplified Model for Corrosion-Induced Bond Degradation between Steel Strand and Concrete

Published:2017-04 Issue:4 Volume:29 Page:04016257
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wang Lei¹,Zhang Xuhui²,Zhang Jianren³,Yi Ju⁴,Liu Yongming⁵

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China.

2. Lecturer, College of Civil Engineering and Mechanics, Xiangtan Univ., Xiangtan 411105, China; formerly, Ph.D. Candidate, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China.

3. Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author).

4. Ph.D. Candidate, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha 410114, China.

5. Associate Professor, School for Engineering of Matter, Transport, and Energy, Arizona State Univ., Tempe, AZ 85281.

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%29MT.1943-5533.0001784

Reference34 articles.

1. Effect of reinforcement corrosion on bond strength

2. Reinforcement Anchorage Slip under Monotonic Loading

3. Bond behavior of corroded reinforcement bars;Auyeung Y.;ACI Mater. J.,2000

4. Corrosion-induced bond strength degradation in reinforced concrete—Analytical and empirical models

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