Research Article
A Comparison Study of Edge Line Estimation Algorithms for Dimensional Quality Assessment of Precast Concrete Slabs
Table 3
Edge line estimation accuracy of experimental scan points with varying incident angles and angular resolutions.
| Scan indicator | | Accuracy (mm) | Dataset | Area | Idc. ang. (°) | Ang. resol (°) | Vector-sum | LSR 1 | LSR 2 | RAN. 1 | RAN. 2 |
| Simulation | Outer corners | 0 | 0.036 | 1.25 | 1.82 | 1.11 | 1.87 | 1.23 | — | 0.072 | 1.57 | 1.86 | 0.80 | 3.22 | 2.88 | 45 | 0.036 | 1.38 | 2.00 | 0.92 | 2.98 | 2.48 | — | 0.072 | 3.41 | 2.86 | 2.24 | 5.53 | 5.68 | Shear pocket | 0 | 0.036 | 0.73 | 2.10 | 1.79 | 1.90 | 1.62 | — | 0.072 | 1.88 | 2.46 | 2.03 | 2.06 | 1.78 | 45 | 0.036 | 1.35 | 2.14 | 1.72 | 2.24 | 1.85 | — | 0.072 | 2.42 | 1.64 | 1.88 | 1.42 | 1.84 |
| Ave. | | — | — | 1.75 | 2.11 | 1.56 | 2.65 | 2.42 |
| Experiment | Outer corners | 0 | 0.036 | 1.56 | 2.48 | 1.81 | 2.67 | 2.07 | — | 0.072 | 3.09 | 3.93 | 2.62 | 4.47 | 3.74 | 45 | 0.036 | 2.62 | 2.97 | 2.52 | 3.90 | 3.44 | — | 0.072 | 5.39 | 5.19 | 4.43 | 6.88 | 6.39 | Shear pocket | 0 | 0.036 | 1.65 | 2.40 | 2.10 | 2.74 | 2.45 | — | 0.072 | 2.75 | 3.58 | 2.93 | 3.94 | 3.14 | 45 | 0.036 | 2.05 | 2.80 | 2.35 | 3.05 | 2.59 | — | 0.072 | 4.36 | 3.87 | 2.88 | 3.88 | 2.86 |
| Ave. | | — | — | 2.93 | 3.40 | 2.71 | 3.94 | 3.33 |
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