无人机摄影测量实现毫米级桥梁形变高精度监测。
Very High-Resolution Bridge Deformation Monitoring Using UAV-based Photogrammetry
- 用无人机搭载高分辨率相机,获取桥梁加载前后的图像块。
- 对比传感器数据,形变测量误差小于1毫米,精度达标。
- 可全面覆盖桥梁表面形变,适合大范围结构健康监测。
针对桥梁等基础设施的结构健康监测需求,本文研究基于无人机摄影测量的形变检测技术,重点关注荷载作用下的几何变形。实验在一座可由地面锚具施加预设荷载的钢筋混凝土桥上进行,利用多旋翼无人机DJI Matrice 600 Pro搭载双RTK-GNSS接收器与PhaseOne iXM-100(100MP)相机(80mm镜头),在距地30米高度飞行,获得地面采样距离(GSD)为1.3 mm、前后向与侧向重叠率均为80%的超高清图像块。通过图像匹配提取关键点运动,并生成密集点云以评估表面数据采集性能。采用稳定区域的大地控制网进行光束法平差。通过位移计、全站仪和激光扫描等多源传感技术对图像结果进行验证。结果表明,与参考数据相比,形变测量差异小于1毫米,证明该方法可实现全域、高精度的桥梁形变量化,优于传统点或剖面式测量方式。
原文摘要 · Abstract (English)
Accurate and efficient structural health monitoring of infrastructure objects such as bridges is a vital task, as many existing constructions have already reached or are approaching their planned service life. In this contribution, we address the question of the suitability of UAV-based monitoring for SHM, in particular focusing on the geometric deformation under load. Such an advanced technology is becoming increasingly popular due to its ability to decrease the cost and risk of tedious traditional inspection methods. To this end, we performed extensive tests employing a research reinforced concrete bridge that can be exposed to a predefined load via ground anchors. Very high-resolution image blocks have been captured before, during, and after the application of controlled loads. From those images, the motion of distinct points on the bridge has been monitored, and in addition, dense image point clouds were computed to evaluate the performance of surface-based data acquisition. Moreover, a geodetic control network in stable regions is used as control information for bundle adjustment. We applied different sensing technologies in order to be able to judge the image-based deformation results: displacement transducers, tachymetry, and laser profiling. As a platform for the photogrammetric measurements, a multi-rotor UAV DJI Matrice 600 Pro was employed, equipped with two RTK-GNSS receivers. The mounted camera was a PhaseOne iXM-100 (100MP) with an 80 mm lens. With a flying height of 30 m above the terrain, this resulted in a GSD of 1.3 mm while a forward and sideward overlap of 80% was maintained. The comparison with reference data (displacement transducers) reveals a difference of less than 1 mm. We show that by employing the introduced UAV-based monitoring approach, a full area-wide quantification of deformation is possible in contrast to classical point or profile measurements.
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