Corrosion Behavior of Coupled Steel Bars under Different Stress Levels in Simulated Concrete Pore Solutions-Reference-Cited by-同舟云学术

Corrosion Behavior of Coupled Steel Bars under Different Stress Levels in Simulated Concrete Pore Solutions

Published:2024-04 Issue:4 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Jin Zhi-Hao¹,Jiang Chao²,Gu Xiang-Lin³,Dong Zheng⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 20092, China.

2. Associate Professor for Research, Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Associate Professor for Research, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 20092, China.

3. Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 20092, China (corresponding author).

4. Lecturer, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17032

Reference51 articles.

1. Corrosion Assessment of Coupled Steel Reinforcement with Ni-Ti–Based Shape Memory Alloy in Simulated-Concrete Pore Solution

2. The beneficial galvanic effect of the constituent phases in 2205 duplex stainless steel on the passive films formed in a 3.5% NaCl solution

3. Flexural behavior of concrete slabs with corroded bars

4. Galvanic Corrosion Study between Tensile-Stressed and Non-Stressed Carbon Steels in Simulated Concrete Pore Solution

5. Experimental and Numerical Investigations on the Rate-Limiting Step for Macrocell Corrosion of Reinforcing Steel in Concrete