摘要
在应用超声导波进行钢轨结构健康监测时,温度变化会导致钢轨的导波特性发生改变,从而影响监测结果的准确性。主要分析温度对钢轨导波波速的影响,提出采用3次样条插值在时域拉伸信号,实现导波波速的补偿,将归一化能量均方差作为选择最佳拉伸因子的准则及钢轨伤损判断的标准,避免导波信号幅值变化对监测结果的影响,通过对实验数据的处理验证算法的有效性,并在呼和南站重载线路进行锯轨演示试验,为变温环境下的钢轨结构健康监测提供了技术基础。
When using ultrasonic guided waves to monitor the health of rail structure,the temperature change will lead to the change of the guided wave characteristics of the rail,which will affect the accuracy of the monitoring results.This paper mainly analyzes the influence of temperature on guided wave velocity of rail,and proposes to use the cubic spline interpolation to stretch the signal in time domain to realize the compensation of the guided wave velocity.The normalized energy mean square error is used as the criterion for selecting the best tensile factor and the criterion for judging the damage of the rail,which avoids the influence of the amplitude change of the guided wave signal on the monitoring results,and the effectiveness of the algorithm is verifi ed by processing the experimental data.In addition,a rail sawing demonstration test was carried out on the heavy-haul line of Hohhot South Station.It provides a technical basis for the health monitoring of rail structure in variable temperature environment.
作者
王鹏跃
朱良
谭树林
姜增刚
康剑
Wang Pengyue;Zhu Liang;Tan Shulin;Jiang Zenggang;Kang Jian(CRSC Research&Design Institute Group Co.,Ltd.,Beijing 100070,China;Beijing Railway Signal Co.,Ltd.,Beijing 102613,China;Xi'an Railway Signal Research Co.,Ltd.,Xi'an 710100,China;Shaanxi Hongning Railway Co.,Ltd.,Yulin 719300,China)
出处
《铁路通信信号工程技术》
2023年第11期26-33,共8页
Railway Signalling & Communication Engineering
基金
北京全路通信信号研究设计院集团有限公司科研项目(2300-K1190013.01)。
关键词
超声导波
钢轨结构健康监测
温度补偿
时域拉伸
ultrasonic guided wave
rail structure health monitoring
temperature compensation
timedomain stretching