Xiong Zhimin, Li Qingquan, Mao Qingzhou, Zou Qin
State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University, Wuhan 430079, China.
Shenzhen Key Laboratory of Spatial Smart Sensing and Services, Shenzhen University, Shenzhen 518060, China.
Sensors (Basel). 2017 Aug 4;17(8):1791. doi: 10.3390/s17081791.
Rail surface defects such as the abrasion, scratch and peeling often cause damages to the train wheels and rail bearings. An efficient and accurate detection of rail defects is of vital importance for the safety of railway transportation. In the past few decades, automatic rail defect detection has been studied; however, most developed methods use optic-imaging techniques to collect the rail surface data and are still suffering from a high false recognition rate. In this paper, a novel 3D laser profiling system (3D-LPS) is proposed, which integrates a laser scanner, odometer, inertial measurement unit (IMU) and global position system (GPS) to capture the rail surface profile data. For automatic defect detection, first, the deviation between the measured profile and a standard rail model profile is computed for each laser-imaging profile, and the points with large deviations are marked as candidate defect points. Specifically, an adaptive iterative closest point (AICP) algorithm is proposed to register the point sets of the measured profile with the standard rail model profile, and the registration precision is improved to the sub-millimeter level. Second, all of the measured profiles are combined together to form the rail surface through a high-precision positioning process with the IMU, odometer and GPS data. Third, the candidate defect points are merged into candidate defect regions using the K-means clustering. At last, the candidate defect regions are classified by a decision tree classifier. Experimental results demonstrate the effectiveness of the proposed laser-profiling system in rail surface defect detection and classification.
诸如磨损、划痕和剥落等铁轨表面缺陷常常会对火车车轮和轨道轴承造成损害。高效且准确地检测铁轨缺陷对于铁路运输安全至关重要。在过去几十年里,人们对铁轨缺陷自动检测进行了研究;然而,大多数已开发的方法使用光学成像技术来收集铁轨表面数据,并且仍然存在较高的误识率。本文提出了一种新型的三维激光轮廓测量系统(3D-LPS),该系统集成了激光扫描仪、里程计、惯性测量单元(IMU)和全球定位系统(GPS)来获取铁轨表面轮廓数据。对于自动缺陷检测,首先,针对每个激光成像轮廓计算测量轮廓与标准铁轨模型轮廓之间的偏差,并将偏差较大的点标记为候选缺陷点。具体而言,提出了一种自适应迭代最近点(AICP)算法,用于将测量轮廓的点集与标准铁轨模型轮廓进行配准,配准精度提高到了亚毫米级别。其次,通过利用IMU、里程计和GPS数据进行高精度定位过程,将所有测量轮廓组合在一起形成铁轨表面。第三,使用K均值聚类将候选缺陷点合并为候选缺陷区域。最后,通过决策树分类器对候选缺陷区域进行分类。实验结果证明了所提出的激光轮廓测量系统在铁轨表面缺陷检测和分类方面的有效性。