Bond Performance between Slightly Corroded Steel Bar and Concrete after Exposure to High Temperature-Reference-Cited by-同舟云学术

Bond Performance between Slightly Corroded Steel Bar and Concrete after Exposure to High Temperature

Author:

Yang Ou¹^ORCID,Zhang Bai²,Yan Guirong³,Chen Jun⁴

Affiliation:

1. Assistant Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, P.R. China (corresponding author). ORCID: .

2. Graduate Student, College of Civil Engineering and Mechanics, Xiangtan Univ., Xiangtan 41105, P.R. China.

3. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409.

4. Associate Professor, College of Civil Engineering and Mechanics, Xiangtan Univ., Xiangtan 41105, P.R. 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

Reference21 articles.

3. Effect of different parameters on concrete-bar bond under high temperature;Arel H. S.;ACI Mater. J.,2014

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