结合统计数据冗余的高速非接触超声技术在钢轨检测中的应用

D. Datta, Ranting Cui, Izabela Batista, F. L. Scalea
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引用次数: 0

摘要

本文介绍了一种高速非接触式轨道检测技术,该技术已在80英里/小时的速度下进行了现场测试。该技术利用连续记录模式的电容式空气耦合超声换能器阵列,以被动方式提取轨道段的重构传递函数。被动方法利用试验车车轮对轨道产生的环境激励,消除了对受控源的需要。采用改进Welch周期图技术的归一化互相关算子提取与随机激励源(车轮)频谱无关的传递函数。钢轨中不连续性的存在降低了重建传递函数的信噪比,该传递函数是使用离群值分析对沿被检查钢轨的多次重建进行统计跟踪的。来自多个传感器对的数据在统计离群值分析中复合,以确保从数据中去除偏差。采用原始钢轨自适应基线模型计算损伤指数(DI)参数,以确定探测钢轨段是否存在不连续。因此,在给定的记录时间内,由数千个数据点组成的原始超声信号在轨道段内被统计压缩成单个DI参数。在高达80英里/小时的测试速度下进行了全面的现场测试。在一系列不同的操作参数(如原始信号强度、基线长度和测试速度)下,研究了通过接收机工作特征(ROC)曲线识别关节、焊缝和已知横向缺陷的不连续检测性能。来自同一铁路段的列车多次通行的数据被合并,以进一步引入冗余,提高真实检测率,降低误报率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
APPLICATION OF A HIGH-SPEED NON-CONTACT ULTRASONIC TECHNIQUE COUPLED WITH STATISTICAL DATA REDUNDANCY FOR RAIL INSPECTION
This paper presents a high-speed non-contact rail inspection technique that has been tested on the field at speeds up to 80 mph. The technique utilizes an array of capacitive air-coupled ultrasonic transducers in continuous recording mode to extract a reconstructed transfer function for a rail segment in a passive manner. The passive approach utilizes the ambient excitation of the rail induced by the wheels of the test car and eliminates the need of a controlled source. A normalized cross correlation operator with modified Welch’s periodogram technique is used to extract the transfer function which is independent of the frequency spectrum of the random excitation source (wheels). Presence of discontinuities in the rail reduces the signal-to-noise ratio of the reconstructed transfer function which is statistically tracked using an outlier analysis for multiple reconstructions along the inspected rail. Data from multiple transducer pairs are compounded in the statistical outlier analysis which ensures removal of bias from the data. An adaptive baseline model from pristine rail is used to compute a parameter called the Damage Index (DI) to determine if the probed rail segment has a discontinuity. Raw ultrasonic signals comprising of thousands of data points for a given recording time within a rail segment are therefore compressed statistically into a single DI parameter. Full-scale field tests were carried out at testing speeds of up to 80 mph. Discontinuity detection performance in terms of identifying joints, welds and known transverse defects through Receiver Operating Characteristic (ROC) curves were studied for a range of varying operational parameters such as raw signal strength, baseline length, and testing speeds. Data from multiple passes of the train over the same rail segment were compounded to further introduce redundancies and increase the rate of true detections and reduce the rate of false alarms.
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