Technical Papers
May 21, 2020

Frictional Resistance between Main Cable and Saddle for Suspension Bridges. I: Friction Characteristic of Single Strand

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Publication: Journal of Bridge Engineering
Volume 25, Issue 8

Abstract

The frictional resistance between main cable and saddle of a long-span, multispan suspension bridge is significant for the safety of the bridge. Typically, the main cable of a long-span, multispan suspension bridge has hundreds of strands. It is essential to understand the frictional resistance between the main cable and saddle for the design and evaluation of the bridge. In order to understand the fundamental mechanism of formation of frictional resistance, this paper studies the frictional resistance between single strand and saddle through finite element analysis. A simple yet effective and efficient model is delivered as a tool for analyzing the frictional resistance between single strand and saddle. The model is validated against model test results, and then used to investigate the distribution of strand force, nominal coefficient of friction, and the friction components at the saddle's side and bottom surfaces. The strand tension distributions are nonuniform along the strand and in the radial direction of the saddle. The friction components at the saddle's side and bottom surfaces follow opposite trends as the relative slip between the strand and saddle increases.

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Acknowledgments

This study was funded by the National Natural Science Foundation of China (Grant Numbers 51778533, 51878561, 51978579, and 51578455), the Fundamental Research Funds for the Central Universities (Grant Number 2682014CX078), the National Science and Technology Support Program of China (Grant Number 2011BAG07B03) and the Open Project Funds of State Key Laboratory for Health and Safety of Bridge Structures (Grant Number BHSKL18-01-KF).

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 25Issue 8August 2020

History

Received: Jan 17, 2019
Accepted: Mar 18, 2020
Published online: May 21, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 21, 2020

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Authors

Affiliations

Qinghua Zhang [email protected]
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author). Email: [email protected]
Shaohui Han [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Yi Bao, M.ASCE [email protected]
Assistant Professor, Dept. of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, 1 Castle Point Terrace, Hoboken, NJ 07030. Email: [email protected]
Zhenyu Cheng [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Donglin Jia [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]

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