基于计算机视觉模型更新技术的盾构裂缝隧道结构评价

IF 9.9 1区 工程技术 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Xiangyu Chang , Youqi Zhang , Chengjia Han , Yuguang Fu , Jianxiao Mao , Hao Wang
{"title":"基于计算机视觉模型更新技术的盾构裂缝隧道结构评价","authors":"Xiangyu Chang ,&nbsp;Youqi Zhang ,&nbsp;Chengjia Han ,&nbsp;Yuguang Fu ,&nbsp;Jianxiao Mao ,&nbsp;Hao Wang","doi":"10.1016/j.aei.2025.103818","DOIUrl":null,"url":null,"abstract":"<div><div>Accurate and efficient assessment of structural damage in shield tunnels is essential for ensuring the safety and reliability of transportation systems. Cracks in tunnel linings are common, necessitating regular structural integrity assessments to ensure safety. Traditional modeling of such damage is often complex and time-consuming. Therefore, the objective of this study is to automate the entire process from detecting tunnel damage in images to conducting numerical analyses for shield tunnels, thereby enabling rapid assessment of structural integrity. We propose a segment-based method that updates a finite element (FE) model of shield tunnels to reflect geometric changes due to cracks, utilizing computer vision (CV) techniques and geometric analyses. Firstly, the Segment Anything Model, along with CV techniques, is used to identify the shapes and sizes of tunnel components from full and partial tunnel segment images. Then, a Dual VMamba U-Net (DVMamba-UNet) is proposed to identify cracks and provide detailed crack information, i.e., crack masks. Finally, geometric analysis is employed to develop algorithms that automatically transform coordinates and select elements within FE models, facilitating the update of geometric changes. Residual capability assessments of updated FE models are used to evaluate the structural damage and the tunnel segment condition. Two case studies are conducted to verify the effectiveness of the proposed approach and algorithms. The results show that the proposed method allows for automatic updates to the FE tunnel model based on damage detected in images through CV techniques and geometric analyses. Additionally, updated FE tunnel models representing different damage levels are developed and analyzed using numerical simulations. This approach not only proves effective in evaluating structural damage in shield tunnels but also offers potential as a data processing and model updating modules within future Digital Twin frameworks for tunnel infrastructure.</div></div>","PeriodicalId":50941,"journal":{"name":"Advanced Engineering Informatics","volume":"69 ","pages":"Article 103818"},"PeriodicalIF":9.9000,"publicationDate":"2025-09-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Structural evaluation of cracked shield tunnels using computer-vision-based model updating techniques\",\"authors\":\"Xiangyu Chang ,&nbsp;Youqi Zhang ,&nbsp;Chengjia Han ,&nbsp;Yuguang Fu ,&nbsp;Jianxiao Mao ,&nbsp;Hao Wang\",\"doi\":\"10.1016/j.aei.2025.103818\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Accurate and efficient assessment of structural damage in shield tunnels is essential for ensuring the safety and reliability of transportation systems. Cracks in tunnel linings are common, necessitating regular structural integrity assessments to ensure safety. Traditional modeling of such damage is often complex and time-consuming. Therefore, the objective of this study is to automate the entire process from detecting tunnel damage in images to conducting numerical analyses for shield tunnels, thereby enabling rapid assessment of structural integrity. We propose a segment-based method that updates a finite element (FE) model of shield tunnels to reflect geometric changes due to cracks, utilizing computer vision (CV) techniques and geometric analyses. Firstly, the Segment Anything Model, along with CV techniques, is used to identify the shapes and sizes of tunnel components from full and partial tunnel segment images. Then, a Dual VMamba U-Net (DVMamba-UNet) is proposed to identify cracks and provide detailed crack information, i.e., crack masks. Finally, geometric analysis is employed to develop algorithms that automatically transform coordinates and select elements within FE models, facilitating the update of geometric changes. Residual capability assessments of updated FE models are used to evaluate the structural damage and the tunnel segment condition. Two case studies are conducted to verify the effectiveness of the proposed approach and algorithms. The results show that the proposed method allows for automatic updates to the FE tunnel model based on damage detected in images through CV techniques and geometric analyses. Additionally, updated FE tunnel models representing different damage levels are developed and analyzed using numerical simulations. This approach not only proves effective in evaluating structural damage in shield tunnels but also offers potential as a data processing and model updating modules within future Digital Twin frameworks for tunnel infrastructure.</div></div>\",\"PeriodicalId\":50941,\"journal\":{\"name\":\"Advanced Engineering Informatics\",\"volume\":\"69 \",\"pages\":\"Article 103818\"},\"PeriodicalIF\":9.9000,\"publicationDate\":\"2025-09-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advanced Engineering Informatics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1474034625007116\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advanced Engineering Informatics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1474034625007116","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE","Score":null,"Total":0}
引用次数: 0

摘要

准确、高效地评估盾构隧道结构损伤,是保障盾构隧道运输系统安全可靠的关键。隧道衬砌裂缝是常见的,需要定期进行结构完整性评估以确保安全。这种损伤的传统建模通常既复杂又耗时。因此,本研究的目标是实现从图像检测隧道损伤到对盾构隧道进行数值分析的整个过程的自动化,从而实现结构完整性的快速评估。本文提出了一种基于分段的方法,利用计算机视觉(CV)技术和几何分析,更新盾构隧道有限元(FE)模型,以反映裂缝引起的几何变化。首先,利用分段任意模型(Segment Anything Model)和CV技术,从全段和部分隧道分段图像中识别隧道构件的形状和大小;然后,提出了一种双VMamba U-Net (DVMamba-UNet)来识别裂缝并提供详细的裂缝信息,即裂缝掩码。最后,利用几何分析方法开发有限元模型中坐标自动变换和元素自动选择的算法,方便几何变化的更新。采用更新的有限元模型的剩余能力评估来评估结构损伤和隧道管段状况。通过两个实例验证了所提方法和算法的有效性。结果表明,该方法能够基于CV技术和几何分析对图像中检测到的损伤自动更新有限元隧道模型。此外,还建立了代表不同损伤等级的隧道有限元模型,并进行了数值模拟分析。该方法不仅在盾构隧道结构损伤评估中被证明是有效的,而且为未来隧道基础设施的数字孪生框架提供了数据处理和模型更新模块的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural evaluation of cracked shield tunnels using computer-vision-based model updating techniques
Accurate and efficient assessment of structural damage in shield tunnels is essential for ensuring the safety and reliability of transportation systems. Cracks in tunnel linings are common, necessitating regular structural integrity assessments to ensure safety. Traditional modeling of such damage is often complex and time-consuming. Therefore, the objective of this study is to automate the entire process from detecting tunnel damage in images to conducting numerical analyses for shield tunnels, thereby enabling rapid assessment of structural integrity. We propose a segment-based method that updates a finite element (FE) model of shield tunnels to reflect geometric changes due to cracks, utilizing computer vision (CV) techniques and geometric analyses. Firstly, the Segment Anything Model, along with CV techniques, is used to identify the shapes and sizes of tunnel components from full and partial tunnel segment images. Then, a Dual VMamba U-Net (DVMamba-UNet) is proposed to identify cracks and provide detailed crack information, i.e., crack masks. Finally, geometric analysis is employed to develop algorithms that automatically transform coordinates and select elements within FE models, facilitating the update of geometric changes. Residual capability assessments of updated FE models are used to evaluate the structural damage and the tunnel segment condition. Two case studies are conducted to verify the effectiveness of the proposed approach and algorithms. The results show that the proposed method allows for automatic updates to the FE tunnel model based on damage detected in images through CV techniques and geometric analyses. Additionally, updated FE tunnel models representing different damage levels are developed and analyzed using numerical simulations. This approach not only proves effective in evaluating structural damage in shield tunnels but also offers potential as a data processing and model updating modules within future Digital Twin frameworks for tunnel infrastructure.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信