基于立体视觉的接触线磨损的测量方法
Wei Zhou1, Zhe Qin1, Xinyu Du1
1Infrastructure Inspection Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China.
Sensors (Basel, Switzerland)
|April 13, 2024
概括
本研究介绍了一种使用立体视觉测量电气铁路接触线磨损的光学方法. 该技术准确地评估了磨损,提高了连锁基础设施的安全性和维护效率.
科学领域:
- 铁路工程 铁路工程是指铁路工程.
- 光学测量 测量 光学测量
- 状态监控 状态监控
背景情况:
- 接触线的磨损对于电气铁路的安全至关重要,因为严重的磨损会导致电线断裂和操作中断.
- 目前评估磨损的方法可能缺乏精度或效率.
- 确保连锁基础设施的完整性对于可靠的运输至关重要.
研究的目的:
- 开发和验证用于量化接触线磨损的光学测量方法.
- 通过精确的磨损评估,提高电气铁路维护的安全性和效率.
- 为接触线的基于条件的维护策略提供基础.
主要方法:
- 利用立体视觉技术与线扫描摄像头进行3D重建.
- 开发了一种针对线式扫描摄像机的新型立体视觉匹配方法.
- 实现了查找表方法,以精确确定不同空间位置的图像分辨率.
- 从连锁图像中提取了磨损宽度,以计算剩余的接触线厚度.
主要成果:
- 拟议的光学方法准确地测量了接触线的磨损.
- 现场测试证实了循环测试中的卓越测量重复性.
- 动态测试结果显示,与地面测量相比,最大差异仅为0.13毫米.
- 该系统有效地计算了剩余的接触线厚度.
结论:
- 基于立体视觉的光学测量方法提供了一种可靠的方式来评估接触线的磨损.
- 这项技术有可能为电动铁路提供基于条件的维护.
- 提高维护效率和加强连锁基础设施安全是关键的好处.
相关概念视频
Magnetic Force On Current-Carrying Wires: Example
In a magnetic field, moving charges encounter a force. If a wire contains these moving charges, i.e., if the wire is carrying a current, then a force acts on the wire as well. Consider a pair of flexible leads holding a wire that is 40 cm long and 10 g in weight in a horizontal position. The wire is placed in a constant magnetic field of 0.40 T, as shown in Figure 1(a). Determine the magnitude and direction of the current flowing in the wire needed to remove the tension in the supporting leads.
Thermal expansion and Thermal stress: Problem Solving
San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in temperature (ΔT) is 55 °C.
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in temperature (ΔT) is 55 °C.


