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Static detection of flat head railways depletion using analysis of laser area and position on rail type R-54

机译:通过分析R-54型轨道上的激光面积和位置来静态检测平头铁路损耗

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Load and age of rails can result in problems such as breakage, depletion, and expansion that can lead to accidents. Rail inspection has been done manually by operator tracing the rails by walking or riding a special inspection vehicle. These methods obviously are inefficient and inaccurate, as operators might be missing some of the defects. In this research depletion detection of rails are conducted by analyzing changes of the area as well as position shifting of laser spot on captured images by utilizing the triangulation principle. Accuracy and efficiency improvement of rail inspection are expected from this method. Prior calibration of the system was conducted using gauge blocks with thickness varying from 19 to 1 mm with 1 mm decrement. Area changes and position shifting of laser spot are later analyzed through image processing. The system was also implemented on R-54 rail type based on the calibration and later be compared to the manual measurement data. It was shown that the system can detect depletion in rail type R-54. The calibration result shows that the deviation percentage of the measurement of laser area are ranging from 11.41% to 13.48% while for the measurement of laser spot position shift is from 6.91% to 8.80%. Implementation on rail type R-54 shows the deviation percentages between proposed method and manual measurement are ranging from 1.52% to 10.04% for the area measurement, while for the position shifting ranged from 1.11% to 12.68%.
机译:导轨的负载和老化会导致诸如断裂,耗尽和膨胀之类的问题,从而可能导致事故。操作员可通过步行或骑乘特殊检查车来跟踪轨道,从而手动进行轨道检查。这些方法显然效率低下且不准确,因为操作员可能会遗漏一些缺陷。在这项研究中,通过利用三角测量原理,通过分析面积变化以及捕获图像上激光光斑的位置偏移来进行铁轨的耗尽检测。通过这种方法,可以期待铁路检查的准确性和效率的提高。使用厚度范围从19到1 mm(减1 mm)的量规块对系统进行先前的校准。随后通过图像处理分析激光点的面积变化和位置偏移。该系统还基于校准在R-54导轨类型上实施,随后与手动测量数据进行比较。结果表明,该系统可以检测到R-54型轨道耗尽。校准结果表明,激光面积测量的偏差百分比在11.41%至13.48%之间,而激光光斑位置偏移的测量百分比在6.91%至8.80%之间。在R-54型轨道上的实施显示,对于面积测量,建议的方法与手动测量之间的偏差百分比在1.52%至10.04%的范围内,而对于位置偏移,偏差百分比在1.11%至12.68%的范围内。

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