Noncontact vision-based deformation measurement of a large-span prestressed concrete rigid-frame bridge under object occlusion

IF 8.9 1区 工程技术 Q1 ENGINEERING, MECHANICAL Mechanical Systems and Signal Processing Pub Date : 2025-06-01 Epub Date: 2025-04-25 DOI:10.1016/j.ymssp.2025.112774
Yongding Tian , Yuanyuan Huang , Junhao Zhang , Junhu Shao , Yulin Zhan
{"title":"Noncontact vision-based deformation measurement of a large-span prestressed concrete rigid-frame bridge under object occlusion","authors":"Yongding Tian ,&nbsp;Yuanyuan Huang ,&nbsp;Junhao Zhang ,&nbsp;Junhu Shao ,&nbsp;Yulin Zhan","doi":"10.1016/j.ymssp.2025.112774","DOIUrl":null,"url":null,"abstract":"<div><div>Deformation monitoring at cantilever ends of large-span prestressed concrete rigid-frame bridges is vital for ensuring structural safety during symmetrical cantilever casting operations. Traditional contact-based measurement techniques are typically time-consuming and labor-intensive, whereas noncontact vision-based methods offer significant benefits in terms of multipoint deformation measurement and cost-effectiveness . However, their implementation in complex construction environments presents challenges including susceptibility to object occlusion, illumination variations, and reduced detection accuracy for various shaped artificial targets. To address these limitations, this study proposes an enhanced vision-based deformation measurement methodology for large-span prestressed concrete rigid-frame bridges under construction scenarios including partial target occlusion. The proposed methodology initially employs the U<sup>2</sup>-net, a learning-based background segmentation network, is combined with an incremental image repair network to automatically detect and repair occluded images. Afterward, an enhanced target detection algorithm, which integrates the Convolutional Block Attention Module (CBAM) with the You Only Look Once (YOLO)v8 neural network, is utilized to simultaneously extract deformation data from multiple targets attached to the bridge. The robustness and efficacy of the proposed method have been thoroughly verified through field tests on a prestressed concrete rigid-frame bridge during the symmetrical cantilever casting process<em>.</em> The results demonstrate that our proposed method greatly minimizes deformation anomalies due to object occlusion and efficiently captures deformation from targets of various shapes, such as circular and chessboard patterns. This method demonstrates significant potential for accurately measuring multipoint deformations of large-scale bridges in complex construction environments, thereby providing essential data for bridge safety assessment and construction strategy decision-making.</div></div>","PeriodicalId":51124,"journal":{"name":"Mechanical Systems and Signal Processing","volume":"232 ","pages":"Article 112774"},"PeriodicalIF":8.9000,"publicationDate":"2025-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanical Systems and Signal Processing","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0888327025004753","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/4/25 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Deformation monitoring at cantilever ends of large-span prestressed concrete rigid-frame bridges is vital for ensuring structural safety during symmetrical cantilever casting operations. Traditional contact-based measurement techniques are typically time-consuming and labor-intensive, whereas noncontact vision-based methods offer significant benefits in terms of multipoint deformation measurement and cost-effectiveness . However, their implementation in complex construction environments presents challenges including susceptibility to object occlusion, illumination variations, and reduced detection accuracy for various shaped artificial targets. To address these limitations, this study proposes an enhanced vision-based deformation measurement methodology for large-span prestressed concrete rigid-frame bridges under construction scenarios including partial target occlusion. The proposed methodology initially employs the U2-net, a learning-based background segmentation network, is combined with an incremental image repair network to automatically detect and repair occluded images. Afterward, an enhanced target detection algorithm, which integrates the Convolutional Block Attention Module (CBAM) with the You Only Look Once (YOLO)v8 neural network, is utilized to simultaneously extract deformation data from multiple targets attached to the bridge. The robustness and efficacy of the proposed method have been thoroughly verified through field tests on a prestressed concrete rigid-frame bridge during the symmetrical cantilever casting process. The results demonstrate that our proposed method greatly minimizes deformation anomalies due to object occlusion and efficiently captures deformation from targets of various shapes, such as circular and chessboard patterns. This method demonstrates significant potential for accurately measuring multipoint deformations of large-scale bridges in complex construction environments, thereby providing essential data for bridge safety assessment and construction strategy decision-making.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
物体遮挡下大跨度预应力混凝土刚构桥非接触视觉变形测量
大跨度预应力混凝土刚构桥对称悬臂浇筑过程中悬臂端变形监测对保证结构安全至关重要。传统的基于接触的测量技术通常是耗时和劳动密集型的,而基于非接触视觉的方法在多点变形测量和成本效益方面具有显着的优势。然而,在复杂的建筑环境中,它们的实现面临着挑战,包括对物体遮挡的敏感性,光照变化,以及对各种形状的人造目标的检测精度降低。为了解决这些限制,本研究提出了一种增强的基于视觉的大跨度预应力混凝土刚构桥变形测量方法,用于包括部分目标遮挡的施工场景。该方法首先采用基于学习的背景分割网络U2-net与增量图像修复网络相结合,自动检测和修复遮挡图像。随后,利用卷积块注意模块(CBAM)和You Only Look Once (YOLO)v8神经网络相结合的增强型目标检测算法,同时提取附着在桥上的多个目标的变形数据。通过对某预应力混凝土刚架桥对称悬臂浇筑过程的现场试验,充分验证了该方法的鲁棒性和有效性。结果表明,本文提出的方法可以最大限度地减少由于物体遮挡引起的变形异常,并有效地捕获各种形状的目标(如圆形和棋盘图案)的变形。该方法对复杂施工环境下大型桥梁多点变形的精确测量具有重要潜力,可为桥梁安全评估和施工策略决策提供重要数据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Mechanical Systems and Signal Processing
Mechanical Systems and Signal Processing 工程技术-工程:机械
CiteScore
14.80
自引率
13.10%
发文量
1183
审稿时长
5.4 months
期刊介绍: Journal Name: Mechanical Systems and Signal Processing (MSSP) Interdisciplinary Focus: Mechanical, Aerospace, and Civil Engineering Purpose:Reporting scientific advancements of the highest quality Arising from new techniques in sensing, instrumentation, signal processing, modelling, and control of dynamic systems
期刊最新文献
A new refined modeling method for rotating inter-shaft elastic support considering preload effects: Theoretical and experimental validation A hybrid two-stage Model Order Reduction framework for large-scale structural problems Acoustic-force fusion with stacking ensemble learning for wear recognition of pyramid abrasive belts under variable grinding conditions Rayleigh distribution-driven adaptive Gaussian colored noise filtering method Offline real-time hybrid testing based on adaptive-force-correction multitask time-history iteration
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1