基于无人机的支挡结构三维重建及全场位移监测

3D RECONSTRUCTION OF RETAINING STRUCTURE AND FULL-FIELD DISPLACEMENT MONITORING UPON UAV

  • 摘要: 支挡结构的位移监测可以为评估其工作状态、病害检测、灾害预警提供分析依据。为解决传统方法监测效率低、成本较高、危险系数大等缺点,该文提出基于无人机的支挡结构三维重建及全场位移监测方法。采用无人机拍摄支挡结构表面多视角图像,利用Colmap算法计算每张照片所对应的位姿并计算三维稀疏点云;利用基于深度学习的Patchmatchnet算法进行三维稠密点云重建;将不同时期的两期点云配准后利用M3C2算法进行点云对比,获得支挡结构的全场位移数据及位移云图。为验证该方法的准确性,在验证试验中应用了基于物理的图形模型(Physics-Based Graphical Model, PBGM),首先建立目标结构的Abaqus有限元模型,在有限元模型中施加荷载,计算模型的响应;将得到的变形后模型与未变形模型导出至Blender虚拟空间中,进行纹理贴图后设置无人机飞行航线,将3种工况下由该方法计算得到的全场位移与有限元计算得到的位移进行对比,验证了该方法在PBGM模型试验中,模型长度、宽度及位移监测方向上的误差均小于1 cm。在工程应用方面,将该方法应用于兰州市某框架复合锚杆土钉墙,成功监测到了其全场位移,证明该方法适用于人员不易到达、较为陡峭、危险性较高的支挡结构位移监测,可为支挡结构的安全性和稳定性评估提供依据。

     

    Abstract: The displacement monitoring of retaining structure can provide an analysis basis for evaluating its working state, disease detection and disaster warning. In order to solve the shortcomings of traditional monitoring methods, such as low efficiency, high cost and high-risk factor, proposed is a UAV-based 3D reconstruction of retaining structure and full-field displacement monitoring method. A UAV is used to capture multi-view images of the surface of the retaining structure, and Colmap algorithm is employed to calculate the pose corresponding to each photo and 3D sparse point cloud. The Patchmatchnet algorithm based on deep learning is utilized to reconstruct the 3D dense point cloud. M3C2 algorithm is adopted to compare the point clouds of two phases in different periods, and the full-field displacement data and displacement cloud image of the retaining structure is obtained. In order to verify the accuracy of this method, a physics-based graphical model (PBGM) was used in the verification experiment. The Abaqus finite element model of the target structure was established, and the load was applied in the finite element model to calculate the model response. The deformed model and undeformed model were exported to Blender virtual space, and the UAV flight path was set after texture mapping. The full-field displacement calculated by this method was compared with that calculated by finite element method under three working conditions, which verified the method in PBGM model test. The errors of model length, of width and, of displacement monitoring direction are less than 1 cm. In the aspect of engineering application, the method is applied to a frame composite anchor soil nail wall in Lanzhou, and its full-field displacement is successfully monitored, which proves that the method is suitable for the displacement monitoring of retaining structures that are difficult for personnel to reach, to steep and dangerous, and can provide a basis for the safety and stability evaluation of retaining structures.

     

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