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contributor authorHuitong Xu
contributor authorMeng Wang
contributor authorCheng Liu
contributor authorFaxiong Li
date accessioned2024-04-27T22:41:27Z
date available2024-04-27T22:41:27Z
date issued2024/02/01
identifier other10.1061-JBENF2.BEENG-6331.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297270
description abstractThe three-dimensional (3D) reconstruction method based on computer vision technology greatly facilitates the automated performance inspection and assessment of transportation infrastructure, in which the acquisition of vertical clearance is crucial for both traffic planning and structural integrity inspection of bridges. However, manual clearance assessment conducted by traditional measurement methods is dangerous and time-consuming. In order to address these problems, a vertical clearance assessment method for highway bridges based on multisensor fusion simultaneous localization and mapping (SLAM) was proposed. A convenient and low-cost handheld device was constructed, and a simple wireless remote data control method was proposed to improve the convenience of the device operation. The SLAM algorithm was used for the point cloud reconstruction of the scene, which could view the data acquisition process simultaneously. Based on the point cloud reconstruction data, a vertical clearance assessment method was proposed to evaluate the highway bridge's vertical clearance. The proposed method was tested through a complex section of the cross-line highway bridge. The field test results showed that the constructed equipment and the SLAM algorithm could quickly complete the bridge data acquisition and 3D point cloud reconstruction, and the process took about 316 s. The proposed vertical clearance assessment algorithm could remove the noise, such as that from vehicles, and the average vertical clearance difference between the ground truth and the extracted results was 2.5%.
publisherASCE
titleVertical Clearance Assessment for Highway Bridges Based on Multisensor Fusion Simultaneous Localization and Mapping
typeJournal Article
journal volume29
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/JBENF2.BEENG-6331
journal fristpage04023120-1
journal lastpage04023120-13
page13
treeJournal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 002
contenttypeFulltext


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