The relationship between the fatigue damage and the group speed of guided waves in the steel wire

Author:

Zhang Zhihao1,Xu Jiang1,Li Yong1

Affiliation:

1. , Huazhong University of Science and Technology, , China

Abstract

Failure of the cables can cause a bridge to collapse. Fatigue damage of steel wire is one of the causes of cable failure. In this paper, we study the relationship between the fatigue damage and the group speed of guided waves in the steel wire. The relationship between cyclic loading times and group speed of steel wire is obtained by applying tension to steel wire. The results show that the group speed of guided waves increases linearly before the 6.02 million cyclic-loading times, increases exponentially from 6.02 to 6.97 million times. The curve of the relationship between the group speed of the guided waves and the number of cyclic loading times can be fitted to an exponential function, and this curve can be used as a calibration curve to evaluate the fatigue damage of steel wire.

Publisher

IOS Press

Subject

Electrical and Electronic Engineering,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,Electronic, Optical and Magnetic Materials

Reference17 articles.

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3. Magnetic nondestructive testing of fatigue damage of ferromagnetic material;Dong;Nondestructive Testing,2006

4. Effect of fatigue damage on the notch frequency of the prestressing strand based on magnetostrictive guided waves;Xu;International Journal of Applied Electromagnetics and Mechanics,2019

5. Acoustic emission technique for monitoring stay cable fatigue damage evolution of multi-aged bridge;Li;Journal of Vibration and Shock,2012

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