基于水下声纳点云数据的桥梁下部结构损伤形态识别

IF 8 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Shuaihui Zhang , Yanjie Zhu , Wen Xiong , C.S. Cai , Jinquan Zhang
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引用次数: 0

摘要

由于未知和不安全的水下环境,桥梁水下地基检测一直是一个突出和具有挑战性的问题。桥梁地基的有效识别对于涉水桥梁的安全评估意义重大。然而,由于水环境中众多客观因素(如水质、流速、水深等)的干扰,往往难以获得可靠有效的数据,桥梁下部结构检测仍是一大难题,尤其是深水桥梁地基。为解决这一问题,本文提出了一种基于水下声纳点云数据(USPCD)的水下桥梁结构损伤形态识别方法。该方法分为两个阶段,包括潜在损伤区域关注和精细损伤形态识别。前者考虑了损伤的区域连通性,采用基于迭代绝对偏差中值的曲线拟合方法重点关注潜在损伤区域。后者在基于密度的空间聚类应用的基础上,利用噪声聚类方法给出了完整区域和受损区域之间的显著密度差异,从而将受损数据点从正常数据点中分离出来,同时保留了精细的损伤形态特征。基于某跨长江大桥水下桩基的声纳扫频点云,我们模拟了不同尺度的剥落和空洞损伤,以全面评估我们提出的方法。结果表明,该方法可以检测到不同尺度的损坏,并能识别大部分损坏区域。对于较大尺度的损伤,四项评价指标均保持在较高水平,其中最大 GTOR 和 IOU 分别可达 95.8 % 和 85.9 %。对于小尺度损伤,基于合成的高分辨率点云,该方法甚至可以准确识别小至 12 厘米的损伤,GTOR 超过 94%,IOU 超过 85%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Bridge substructure damage morphology identification based on the underwater sonar point cloud data
Bridge underwater foundation inspection is always a prominent and challenging issue due to an unknown and unsafe underwater environment. Effective identification of bridge foundations is significant for the safety assessment of water-related bridges. However, due to the interference of numerous objective factors in the water environment (e.g., water quality, flow velocity, water depth, etc.), reliable and valid data are often difficult to obtain, and the inspection of bridge substructures remains a major challenge, especially for deep water bridge foundations. To solve this problem, a damage morphology identification method based on underwater sonar point cloud data (USPCD) is proposed in this paper for underwater bridge structures. The method is divided into two stages, including potential damage region attention and fine damage morphology identification. The former considers the regional connectivity properties of the damage, focusing on potential damage regions employing a curve fitting method based on iterative median absolute deviation. The latter gives a significant density difference between intact and damaged regions based on the density-based spatial clustering of applications with the noise clustering method to separate damaged data points from normal data points while preserving fine damage morphology features. Based on the swept sonar point cloud of underwater piles from a cross-Yangtze River bridge, we simulated spalling and cavity damage at different scales to comprehensively evaluate our proposed method. The results show that the method can detect damage at different scales and can identify most of the damaged regions. For larger-scale damage, four evaluation indicators are kept at a high level, in which the maximum GTOR and IOU can reach 95.8 % and 85.9 %, respectively. For small-scale damage, based on the synthesized high-resolution point cloud, the method can accurately identify even the damage as small as 12 cm with GTOR above 94 % and IOU over 85 %.
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来源期刊
Advanced Engineering Informatics
Advanced Engineering Informatics 工程技术-工程:综合
CiteScore
12.40
自引率
18.20%
发文量
292
审稿时长
45 days
期刊介绍: Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.
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