Author Affiliations
1Infrastructure Inspection Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China2Graduate Department, China Academy of Railway Sciences, Beijing 100081, Chinashow less
Fig. 1. Principle diagram of 3D measurement based on line structured light
Fig. 2. 3D measurement system
Fig. 3. 3D point cloud data acquisition system
Fig. 4. Principle diagram of track 3D point cloud data acquisition
Fig. 5. Flow chart of fastener fastening state detection
Fig. 6. Height distribution of i-th contour
Fig. 7. Cumulative height function G(k,i) of profile i
Fig. 8. Segmentation results of rail and fastener area (sampling interval of left rail is 1 mm)
Fig. 9. Wheel rail contact diagram
Fig. 10. Schematic of non-wear rectangular area outside rail head (sampling interval of left rail profile is 1 mm)
Fig. 11. Flow chart of online updating threshold database
Fig. 12. Static accuracy verification at laboratory. (a) Measuring device; (b) two standard blocks; (c) standard block laser section image; (d) measured profile of standard block
Fig. 13. Dynamic test from scene. (a) 3D measurement module; (b) field installation; (c) 3D reconstruction of rail; (d) measured profile of rail
Fig. 14. Wear measurement error perpendicular to rail from scene
Fig. 15. Bolt heights on both sides of rail. (a) Bolt height distributions on both sides; (b) height difference of bolts on both sides
Block position | Measured value | Measurement error |
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Starting position | 8.98 | 0.02 | Midpoint position | 8.94 | 0.06 | Terminal position | 8.91 | 0.09 |
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Table 1. Static precision at laboratory unit: mm
Condition | NTP | NFP | P /% |
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Tl=6, nmax=10 | 126 | 20 | 86.3 | Tt=8, nmax=10 | 45 | 10 | 81.8 |
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Table 2. Judgment results of fastener fastening state