2018
DOI: 10.1016/j.sna.2018.09.012
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Non-contact strain measurement for laterally loaded steel plate using LiDAR point cloud displacement data

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Cited by 18 publications
(17 citation statements)
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“…The results are shown in Figure 17. The polynomial strain curve [15], shown in Figure 18a, is a two-dimensional analysis by FEM using a high-order polynomial function, one of the regression methods, based on the point cloud in the center of the steel plate. The reason for the strain curves to fluctuate, as shown in Figure 18 is due to the tie-rods.…”
Section: Results and Comparisonmentioning
confidence: 99%
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“…The results are shown in Figure 17. The polynomial strain curve [15], shown in Figure 18a, is a two-dimensional analysis by FEM using a high-order polynomial function, one of the regression methods, based on the point cloud in the center of the steel plate. The reason for the strain curves to fluctuate, as shown in Figure 18 is due to the tie-rods.…”
Section: Results and Comparisonmentioning
confidence: 99%
“…Additionally, these kinds of sensors have a short lifespan, which requires a large amount of human and economic cost for maintenance [14]. Nowadays, as structures are becoming taller and larger, the measurement range is increasing, and the installation of wired-based sensors is becoming more difficult and more limited [15]. In order to overcome and improve the chronic limitations of these conventional sensors, research on non-contact remote measurement methods for structural behavior analysis is increasing [16,17].…”
Section: Introductionmentioning
confidence: 99%
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“…The integration of point measurement and surface measurement can not only accurately measure the deformation of a single monitoring point, but also obtain the overall deformation of the slope surface [32][33][34]45]. In order to integrate the advantages of point measurement and surface measurement, an improved point cloud comparison method was proposed.…”
Section: Methodsmentioning
confidence: 99%
“…Slope deformation measurement based on TLS determines the spatial position of the comparison point relative to the reference point by processing the reference point cloud (point cloud of the first phase) and the comparison point cloud (point cloud of the second phase) [32]. It includes four types of methods: point cloud superposition method, point cloud comparison method, center of gravity method, and fitting method [33]. Among them, the point cloud superposition method and point cloud comparison method belong to surface measurement as their monitoring points do not necessarily correspond to one-to-one, and the center of gravity method and fitting method can achieve one-to-one correspondence of monitoring points, equivalent to conventional feature point measurement [34].…”
Section: Introductionmentioning
confidence: 99%