AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
Home Friction Article
PDF (8.3 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Research Article | Open Access

Effect of fatigue load on the bending tribo-corrosion-fatigue behaviors between the main cable wires

Bo WANG1Dagang WANG1( )Jihong YE2Liang TANG1Hailang CHONG1Wei XU1Xinxin ZHANG1Jianhao CHEN3Haiyan DENG4Jie ZHANG5Guowen YAO6Magd Abdel WAHAB7
School of Mechatronic Engineering, China University of Mining and Technology, Xuzhou 221116, China
Xuzhou Key Laboratory for Fire Safety of Engineering Structures, China University of Mining and Technology, Xuzhou 221116, China
National Wire Rope Quality Inspection Center, Nantong Product Quality Supervision and Inspection Institute, Nantong 226011, China
Jiangsu Langshan Wire Rope Co., Ltd., Nantong 226003, China
School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
Soete Laboratory, Faculty of Engineering and Architecture, Ghent University, Zwijnaarde B-9052, Belgium
Show Author Information

Abstract

The main cable bent around the saddle of the suspension bridge is subjected to the wind, the vehicle, the bridge’s own weight and the corrosive media. The coupling of the three loads and the environments causes the friction, the corrosion, and the fatigue (tribo-corrosion-fatigue) among the wires inside the main cable. In this paper, a wire bending tribo-corrosion-fatigue test rig was designed and developed. The effect of fatigue load on the bending friction behaviors between the cable wires in ultrapure water and 3.5% NaCl solution was explored. The tribological properties and electrochemical corrosion behaviors under different fatigue loading ranges were investigated. The tribo-corrosion-fatigue interaction between the cable wires was quantitatively characterized, and the mechanism of the interaction was analyzed. The results demonstrate that the increasing fatigue load exacerbates the coupling damage of the cable wires attributed to the enhanced interaction. The findings carry theoretical importance when assessing the main cable’s deterioration and the load-bearing safety of a suspension bridge.

Graphical Abstract

Electronic Supplementary Material

Download File(s)
40544_0830_ESM.pdf (1.4 MB)

References

【1】
【1】
 
 
Friction
Pages 1512-1531

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
WANG B, WANG D, YE J, et al. Effect of fatigue load on the bending tribo-corrosion-fatigue behaviors between the main cable wires. Friction, 2024, 12(7): 1512-1531. https://doi.org/10.1007/s40544-023-0830-y

1086

Views

85

Downloads

21

Crossref

22

Web of Science

22

Scopus

0

CSCD

Received: 24 April 2023
Revised: 11 July 2023
Accepted: 20 September 2023
Published: 03 April 2024
© The author(s) 2023.

Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made.

The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder.

To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.