Crack Propagation-Based Fatigue Life Prediction of Corroded RC Beams Considering Bond Degradation-Reference-Cited by-同舟云学术

Crack Propagation-Based Fatigue Life Prediction of Corroded RC Beams Considering Bond Degradation

Published:2020-08 Issue:8 Volume:25 Page:04020048
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Guo Zhongzhao¹,Ma Yafei²^ORCID,Wang Lei³,Zhang Xuhui⁴,Zhang Jianren³,Hutchinson Cody⁵^ORCID,Harik Issam E.⁶

Affiliation:

1. Doctoral Student, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China.

2. Associate Professor, National-Local Joint Engineering Laboratory of Technology for Long-Term Performance Enhancement of Bridges in Southern District, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China (corresponding author). ORCID: .

3. Professor, National-Local Joint Engineering Laboratory of Technology for Long-Term Performance Enhancement of Bridges in Southern District, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960 Wanjiali Rd., Changsha, Hunan 410114, China.

4. Associate Professor, College of Civil Engineering and Mechanics, Xiangtan Univ., Yanggutang Rd., Xiangtan, Hunan 41105, China.

5. Doctoral student, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506. ORCID: .

6. Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001592

Reference45 articles.

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

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

3. Analysis of Prestressed Concrete Beams for Fatigue Loading

4. Probabilistic lifetime assessment of RC structures under coupled corrosion–fatigue deterioration processes

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