Quantitative evaluation of the rotational stiffness of rail cracks based on the reflection of guided waves

Pingxin Liu, Shitao Liu, Chen-Li Yu, Limin Gu, Yu Zhou, Chunyu Zhao, Zhenyu Huang
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Abstract

This paper proposes an approach to identify the equivalent rotational stiffness of rail cracks based on the reflection of guided waves. The identified rotational stiffness can be adopted to detect the crack and evaluate the safety of the rail. The quasi-bending guided waves propagating in the rail head and web are found and chosen as the detecting guided waves. Considering these guided waves, the relationship between the dynamic parameters of cracks and the power reflection coefficients are deduced theoretically. Cracks are modelled and their rotational stiffness concerning geometric parameters is evaluated. Simulation results indicate that the depth and width of cracks result in the decrease of the rotational stiffness significantly. Field experiments showed that discontinuities in a long distance can be detected by the selected guided waves in the rail head and web with relative errors less than 1% in 100 meters. And artificial cracks were made to validate the proposed method for the rail crack evaluation.
基于导波反射的钢轨裂纹旋转刚度定量评价
提出了一种基于导波反射的钢轨裂纹等效转动刚度辨识方法。识别出的转动刚度可用于钢轨裂纹的检测和安全性评价。找到在钢轨头和腹板中传播的准弯曲导波作为检测导波。考虑这些导波,从理论上推导了裂缝动力参数与功率反射系数之间的关系。对裂纹进行了建模,并根据几何参数对其转动刚度进行了计算。仿真结果表明,裂纹的深度和宽度会导致旋转刚度的显著降低。现场试验结果表明,选取的导波在轨道头部和腹板处可以检测到长距离的不连续性,在100米范围内相对误差小于1%。并以人工裂缝为例,对该方法进行了验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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