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Non-contact strain measurement for laterally loaded steel plate using LiDAR point cloud displacement data

机译:使用LIDAR点云位移数据横向装载钢板的非接触应变测量

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Strain measurement in structures provides key information for structural health monitoring (SHM); therefore, researchers have developed various sensing methods for measuring strain in structures. Recently, light detection and ranging (LiDAR) has been studied as a non-contact strain measurement method (NCSMM). LiDAR is a technology for remotely acquiring high precision three-dimensional (3D) coordinate information for a terrain or a structure using a 3D laser scanning system. In recent years, LiDAR applications have expanded to include systems used to monitor structural behavior. Using this technology, structural behavior can be monitored without directly attaching sensors to the surfaces of target structures. It is advantageous to use non-contact 3D laser scanning measuring methods to obtain the 3D coordinates of a specific region or the shape of the target structures. LiDAR technology does not have some of the limitations associated with existing types of measuring sensors used for SHM. Therefore, in this study, we will present a method for estimating deformation and strains for a whole structure by measuring discretized 3D coordinate data of the target structure obtained from the LiDAR. The 3D coordinate data was revised using a regression analysis, and the strain was estimated by developing a finite element model based on the corrected 3D coordinate information. The experimental structural model is a steel plate, which is the primary material used for the outer wall construction of LNG storage tanks. The estimated strains will be compared to the measured values from real strain gauges, and the applicability of the proposed strain measurement method to structural behavior monitoring will be verified. (C) 2018 Elsevier B.V. All rights reserved.
机译:结构中的应变测量为结构健康监测(SHM)提供关键信息;因此,研究人员已经开发出各种传感方法,用于测量结构中的应变。最近,已经研究了光检测和测距(LIDAR)作为非接触应变测量方法(NCSMM)。 LIDAR是一种用于远程获取高精度三维(3D)坐标信息的技术,用于使用3D激光扫描系统的地形或结构。近年来,LIDAR应用程序扩展到包括用于监测结构行为的系统。使用该技术,可以监控结构行为而不直接将传感器连接到目标结构的表面。使用非接触式3D激光扫描测量方法是有利的,以获得特定区域的3D坐标或目标结构的形状。 LIDAR技术没有与SHM用于现有测量传感器相关的一些限制。因此,在本研究中,我们将通过测量从激光雷达获得的目标结构的离散化3D坐标数据来介绍一种估计整个结构的变形和菌株的方法。使用回归分析修改3D坐标数据,通过基于校正的3D坐标信息开发有限元模型来估计该应变。实验结构模型是钢板,是用于LNG储罐外壁结构的主要材料。将估计菌株与真实应变仪的测量值进行比较,并且验证所提出的应变测量方法对结构行为监测的适用性。 (c)2018年elestvier b.v.保留所有权利。

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