Laser & Optoelectronics Progress, Volume. 55, Issue 5, 051409(2018)
Bridge Amplitude Monitoring with Three-Dimensional Laser Scanning Technology
Fig. 1. Included angle between laser beam vector and normal vector of the surface of the object
Fig. 2. Projection of semi-major axis and semi-minor axis of a laser spot on x, y, z coordinate
Fig. 5. Histogram of point cloud error entropy. (a) Different distances; (b) different incidence angles
Fig. 6. Histogram of deformation monitoring indicators. (a) Different distances; (b) different incidence angles
Fig. 7. Ratio histogram of the number of extracted deformation points to the number of the total cloud points for all trials at different distances
Fig. 8. Ratio histogram of the number of extracted deformation points to the number of the total cloud points for all trials at different incidence angles. (a) 5°, 15°, 25° and 35°; (b) 45°, 55°, 65° and 75°
Fig. 9. Bridge site and schematic diagrams of the original point cloud data obtained by scanning
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Tao Zhang, Xijiang Chen. Bridge Amplitude Monitoring with Three-Dimensional Laser Scanning Technology[J]. Laser & Optoelectronics Progress, 2018, 55(5): 051409
Category: Lasers and Laser Optics
Received: Jan. 2, 2018
Accepted: --
Published Online: Sep. 11, 2018
The Author Email: Tao Zhang (1075482589@qq.com)