Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze

Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw

Published:2023-01 Issue:1 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhu Li¹^ORCID,Su Ray Kai-Leung²,Ma Jun-Jie³,Ni Yong-Jun⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing, China (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.

3. Master’s Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing, China.

4. Associate Research Fellow, School of Civil Engineering, Beijing Jiaotong Univ., Beijing, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001976

Reference40 articles.

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2. Albrecht, P., and A. H. Naeemi. 1984. Performance of weathering steel in bridges. National Cooperative Highway Research Program Report. Washington, DC: Transportation Research Board Executive Committee.

3. Fatigue Strength of Weathered Rolled Beam Made of A588 Steel

4. Albrecht, P., C. Shabsha, W. Li, and W. Wright. 1990. “Remaining fatigue strength of corroded steel beams.” In Vol. 59 of Proc., Int. Association for Bridge and Structural Engineering Workshop, 71–84. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE).

5. Ductile-to-brittle transition in fracture behaviors of common solder alloys over a temperature range down to −150°C;An Q.;Mater. Today,2021

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