• Laser & Optoelectronics Progress
  • Vol. 57, Issue 13, 131202 (2020)
Lei Yin1、*, Xiangjun Wang1, and Guanyu Qin1、2
Author Affiliations
  • 1State Key Laboratory of Precision Measuring Technology and Instruments, Tianjin University, Tianjin 300072, China
  • 2Beijing Key Laboratory of Urban Spatial Information Engineering, Beijing 100038, China
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    DOI: 10.3788/LOP57.131202 Cite this Article Set citation alerts
    Lei Yin, Xiangjun Wang, Guanyu Qin. Dynamic Measurement Method of Large-Scale Surface Based on Visual Structured Light Technology[J]. Laser & Optoelectronics Progress, 2020, 57(13): 131202 Copy Citation Text show less
    Schematic of mobile binocular structured light surface reconstruction system
    Fig. 1. Schematic of mobile binocular structured light surface reconstruction system
    Measurement system of experiment. (a) Vehicle dynamic surface scanning system; (b) vehicle sensors
    Fig. 2. Measurement system of experiment. (a) Vehicle dynamic surface scanning system; (b) vehicle sensors
    Effect images of feature point matching and tracking. (a) Feature point matching of binocular images; (b) feature point tracking between front and back position images
    Fig. 3. Effect images of feature point matching and tracking. (a) Feature point matching of binocular images; (b) feature point tracking between front and back position images
    Three-dimensional coordinate calculation of feature point
    Fig. 4. Three-dimensional coordinate calculation of feature point
    Effect of surface reconstruction. (a) Surface shape; (b) point cloud of the surface; (c) local detail of the point cloud; (d) three-dimensional shape after surface fitting
    Fig. 5. Effect of surface reconstruction. (a) Surface shape; (b) point cloud of the surface; (c) local detail of the point cloud; (d) three-dimensional shape after surface fitting
    Reconstruction results before global optimization. (a) Point cloud of the reconstruction results; (b) three-dimensional shape after surface fitting
    Fig. 6. Reconstruction results before global optimization. (a) Point cloud of the reconstruction results; (b) three-dimensional shape after surface fitting
    Reconstruction results after global optimization. (a) Point cloud of the reconstruction results; (b) three-dimensional shape after surface fitting
    Fig. 7. Reconstruction results after global optimization. (a) Point cloud of the reconstruction results; (b) three-dimensional shape after surface fitting
    RMSE of the points on each light bar to the fitted plane before and after global optimization
    Fig. 8. RMSE of the points on each light bar to the fitted plane before and after global optimization
    Schematic diagram of the deformation measurement verification system. (a) Coordinate measuring machine; (b) deformation verification point; (c) static reference point of binocular image
    Fig. 9. Schematic diagram of the deformation measurement verification system. (a) Coordinate measuring machine; (b) deformation verification point; (c) static reference point of binocular image
    Deformation comparison of two reconstructed point clouds. (a) Schematic diagram of the point cloud after unifying the global coordinate system; (b) schematic diagram of the point cloud enlarged
    Fig. 10. Deformation comparison of two reconstructed point clouds. (a) Schematic diagram of the point cloud after unifying the global coordinate system; (b) schematic diagram of the point cloud enlarged
    Deformation errors of the 5 measurement points
    Fig. 11. Deformation errors of the 5 measurement points
    Camerafu /Pixelfv /Pixelu0 /Pixelv0 /Pixelkc
    Left1736.621736.43618.49529.20[-0.08, 0.10, 0.003, 0.0004, 0.00]
    Right1739.721739.98639.00516.03[-0.09, 0.18, -0.001, 0.0008, 0.00]
    Om /rad[-0.02546, 0.28252, 0.03042]
    T0 /mm[-193.1516, -2.7502, 18.7767]
    Equation of light planez=0.0799x+3.7061y+766.4201
    Table 1. Calibration parameters of the system
    Point numberRMSE /mmRelative error /%
    MaximumAverage
    Measured point 10.38770.11150.0400
    Measured point 20.60560.10990.0687
    Measured point 30.33840.07450.0338
    Measured point 40.59100.10820.0687
    Measured point 50.54380.10210.0621
    Table 2. RMSE and relative error of the 5 measured points
    Lei Yin, Xiangjun Wang, Guanyu Qin. Dynamic Measurement Method of Large-Scale Surface Based on Visual Structured Light Technology[J]. Laser & Optoelectronics Progress, 2020, 57(13): 131202
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