Bond Deterioration between Corroded Reinforcing Bars with Variable Diameters and Concrete at Elevated Temperatures-Reference-Cited by-同舟云学术

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Bond Deterioration between Corroded Reinforcing Bars with Variable Diameters and Concrete at Elevated Temperatures

Published:2023-10 Issue:10 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Caiwei¹,Yan Liangtai²,Zheng Jianxin²,Miao Jijun³,Liu Yanchun⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China (corresponding author).

2. Graduate Student, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China.

3. Professor, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China.

4. Associate Professor, College of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11967

Reference38 articles.

1. Bond strength between corroded steel and recycled aggregate concrete incorporating nano silica

2. Direct observation of the local bond behavior between corroded reinforcing bars and concrete using digital image correlation

3. Influence of Cracking on Heat Propagation in Reinforced Concrete Structures

4. Bond strength of corroded reinforcements in concrete after high-temperature exposure

5. Prestress Loss Diagnostics in Pretensioned Concrete Structures with Corrosive Cracking

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