Experimental Investigation of the Bond Performance between Nonuniformly Corroded Reinforcing Bar and Concrete-Reference-Cited by-同舟云学术

Experimental Investigation of the Bond Performance between Nonuniformly Corroded Reinforcing Bar and Concrete

Published:2022-12 Issue:12 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wu Jieqiong¹,Guo Li²,Jin Liu³,Du Xiuli⁴

Affiliation:

1. Assistant Researcher, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China.

2. Postgraduate, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China.

3. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China (corresponding author).

4. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004515

Reference57 articles.

1. Bond analysis of corroded reinforced concrete beams under monotonic and fatigue loads

2. Effect of reinforcement corrosion on bond strength

3. Corrosion effects on the bond behaviour of steel bars in self-compacting concrete

4. Chloride-induced corrosion of steel reinforcement – Mechanical performance and pit depth analysis

5. Bond behavior of corroded reinforcement bars;Auyeung Y.;ACI Struct. J.,2000

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