Corrosion-Fretting Fatigue Analysis of Bridge Cables Based on Multifactor Competition Model and Time-Dependent Reliability-Reference-Cited by-同舟云学术

Corrosion-Fretting Fatigue Analysis of Bridge Cables Based on Multifactor Competition Model and Time-Dependent Reliability

Published:2024-01 Issue:1 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Zhongxiang¹,Guo Tong²,Ren Hongyu³,Correia José⁴,Liu Jie⁵,Feng Maria Q.⁶

Affiliation:

1. Associate Professor, School of Transportation, Southeast Univ., Nanjing 210096, P. R. China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, P. R. China (corresponding author).

3. Postgraduate Researcher, School of Civil Engineering, Southeast Univ., Nanjing 210096, P. R. China.

4. Researcher, CONSTRUCT & Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal.

5. Lecturer, College of Civil Engineering, Nanjing Forestry Univ., Nanjing 210037, P. R. China.

6. Professor, Dept. of Civil Engineering and Mechanics, Columbia Univ., New York 10027.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6409

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5. Microstructure and abrasive wear behavior of medium carbon low alloy martensitic abrasion resistant steel;Deng X.;J. Iron Steel Res. Int.,2014

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