F. Catbas, Jacob Anthony Cano, Furkan Luleci, Lori C. Walters, Robert A. Michlowitz
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引用次数: 0
Abstract
This study investigates the capture of digital data and the development of models for structures with incomplete documentation and plans. LiDAR technology is utilized to obtain the point clouds of a pedestrian bridge structure. Two different point clouds with varying densities, (i) fine (11 collection locations) and (ii) coarse (4 collection locations), collected via terrestrial LiDAR, are analyzed to generate geometry and structural sections. This geometry is compared to the structural plans, which are then converted into numerical models (finite element—FE model) based on the point cloud data. Point cloud-based FE models (based on fine and coarse data) are compared with the structural plan-based FE model. It is observed that the static and dynamic responses are comparable within an acceptable range of a maximum difference of 5.5% for static deformation and an 8.23% frequency difference, with an average difference of less than 5%. Additionally, the dynamic properties of the fine and coarse point cloud FE models are compared with the operational modal analysis data obtained from the bridge. The fine and course point-cloud-based FE models, without model calibration, achieve an average accuracy of 8.76% and 9.94% for natural frequencies and a 0.89 modal assurance criterion value. The research found that the digital data generation yields promising results in this case for a bridge if documentation or plans are unavailable. With recent technologies and approaches such as digital twins, the connection between physical and virtual entities needs to be established by fusing digital models, sensorial information, and other data forms for better infrastructure management. Models such as those investigated and discussed in this paper can assist engineers with structural preservation in conjunction with monitoring data and utilization for digital twins.
本研究探讨了如何获取数字数据并为文件和图纸不完整的结构建立模型。利用激光雷达技术获取人行天桥结构的点云。通过地面激光雷达采集的两种不同密度的点云(i)精细点云(11 个采集点)和(ii)粗糙点云(4 个采集点)进行分析,以生成几何图形和结构剖面图。将几何图形与结构图进行比较,然后根据点云数据将结构图转换为数值模型(有限元-有限元模型)。基于点云的 FE 模型(基于精细和粗略数据)与基于结构平面的 FE 模型进行了比较。结果表明,静态和动态响应在可接受的范围内具有可比性,静态变形的最大差异为 5.5%,频率差异为 8.23%,平均差异小于 5%。此外,还将精细和粗糙点云 FE 模型的动态特性与从桥梁获得的运行模态分析数据进行了比较。在未进行模型校准的情况下,基于精细点云和粗糙点云的 FE 模型的固有频率平均精确度分别为 8.76% 和 9.94%,模态保证标准值为 0.89。研究发现,在这种情况下,如果没有文件或图纸,数字数据生成对桥梁来说会产生很好的效果。随着数字孪生等最新技术和方法的发展,需要通过融合数字模型、感知信息和其他数据形式来建立物理实体和虚拟实体之间的联系,从而更好地管理基础设施。本文所研究和讨论的模型可以帮助工程师结合监测数据和数字孪生的利用来进行结构保护。