基于基准标记的分散计算机视觉结构模态识别

IF 4.3 2区 工程技术 Q1 ACOUSTICS
Shivank Mittal, Ayan Sadhu
{"title":"基于基准标记的分散计算机视觉结构模态识别","authors":"Shivank Mittal,&nbsp;Ayan Sadhu","doi":"10.1016/j.jsv.2025.119152","DOIUrl":null,"url":null,"abstract":"<div><div>Due to the advancement in optics and computer vision, the implementation of the vision-based technique is extensively being investigated for structural health monitoring. Compared with traditional contact sensing measurements, computer-vision technology offers contactless and remote measurements with high spatial density at low cost and instrumentation time. This study proposes an innovative contactless vision-based decentralized vibration measurement technique, where the fiducial marker is utilized as an inexpensive virtual sensor to extract structural vibration measurements using 3D pose estimation through camera calibration. Once the vibration measurements are extracted, covariance-driven stochastic subspace identification is employed due to its robustness for effective mode decomposition and noise reduction capabilities. This paper enables the extraction of 3D time series without deploying a stereo camera system and combines the multiple fields of view of different regions of interest from various cameras in a decentralized manner to capture high-density and high-resolution spatial data for full-field measurement. Two laboratory tests were conducted on a lab-scale building model and a lab-scale beam model to validate the robustness and effectiveness of the proposed methodology. Following the laboratory validation, field tests on a full-scale truss bridge were performed to demonstrate the efficacy of the proposed technique. The relative error in the estimation of the modal frequencies in lab-scale experimentation is &lt;2 %, whereas, for the field study, it is &lt;5.5 %, considering the working distance between the camera and field bridge is over 30 m. The modal assurance criterion (MAC) between the extracted mode shapes is also estimated, and the average MAC values for lab-scale building and lab-scale beam models are 98.61 % and 97.28 %, respectively. The proposed technique has proven to capture the minuscule vibration of the structure at a considerable distance between the structure and the vision-based system, including a detailed comparative study between the vision-based system and accelerometers.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"612 ","pages":"Article 119152"},"PeriodicalIF":4.3000,"publicationDate":"2025-04-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Fiducial marker-based decentralized computer vision for structural modal identification\",\"authors\":\"Shivank Mittal,&nbsp;Ayan Sadhu\",\"doi\":\"10.1016/j.jsv.2025.119152\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Due to the advancement in optics and computer vision, the implementation of the vision-based technique is extensively being investigated for structural health monitoring. Compared with traditional contact sensing measurements, computer-vision technology offers contactless and remote measurements with high spatial density at low cost and instrumentation time. This study proposes an innovative contactless vision-based decentralized vibration measurement technique, where the fiducial marker is utilized as an inexpensive virtual sensor to extract structural vibration measurements using 3D pose estimation through camera calibration. Once the vibration measurements are extracted, covariance-driven stochastic subspace identification is employed due to its robustness for effective mode decomposition and noise reduction capabilities. This paper enables the extraction of 3D time series without deploying a stereo camera system and combines the multiple fields of view of different regions of interest from various cameras in a decentralized manner to capture high-density and high-resolution spatial data for full-field measurement. Two laboratory tests were conducted on a lab-scale building model and a lab-scale beam model to validate the robustness and effectiveness of the proposed methodology. Following the laboratory validation, field tests on a full-scale truss bridge were performed to demonstrate the efficacy of the proposed technique. The relative error in the estimation of the modal frequencies in lab-scale experimentation is &lt;2 %, whereas, for the field study, it is &lt;5.5 %, considering the working distance between the camera and field bridge is over 30 m. The modal assurance criterion (MAC) between the extracted mode shapes is also estimated, and the average MAC values for lab-scale building and lab-scale beam models are 98.61 % and 97.28 %, respectively. The proposed technique has proven to capture the minuscule vibration of the structure at a considerable distance between the structure and the vision-based system, including a detailed comparative study between the vision-based system and accelerometers.</div></div>\",\"PeriodicalId\":17233,\"journal\":{\"name\":\"Journal of Sound and Vibration\",\"volume\":\"612 \",\"pages\":\"Article 119152\"},\"PeriodicalIF\":4.3000,\"publicationDate\":\"2025-04-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Sound and Vibration\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0022460X25002263\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ACOUSTICS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Sound and Vibration","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0022460X25002263","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ACOUSTICS","Score":null,"Total":0}
引用次数: 0

摘要

由于光学和计算机视觉技术的进步,基于视觉的结构健康监测技术正受到广泛的研究。与传统的接触式传感测量相比,计算机视觉技术提供了低成本、低仪器时间、高空间密度的非接触式远程测量。本研究提出了一种创新的基于非接触式视觉的分散振动测量技术,该技术利用基准标记作为廉价的虚拟传感器,通过相机校准使用三维姿态估计提取结构振动测量值。一旦提取振动测量值,由于协方差驱动的随机子空间识别具有有效的模态分解和降噪能力,因此采用协方差驱动的随机子空间识别。本文实现了在不部署立体相机系统的情况下提取三维时间序列,并以分散的方式将不同相机的不同感兴趣区域的多个视场结合起来,捕获高密度、高分辨率的空间数据进行全场测量。在实验室规模的建筑模型和实验室规模的梁模型上进行了两次实验室测试,以验证所提出方法的鲁棒性和有效性。在实验室验证之后,对一座全尺寸桁架桥进行了现场测试,以证明所提出技术的有效性。在实验室尺度的实验中,模态频率估计的相对误差为2%,而在现场研究中,考虑到相机与场桥之间的工作距离超过30 m,其相对误差为5.5%。对提取的模态振型之间的模态保证准则(MAC)进行了估计,得到的建筑模型和梁模型的MAC均值分别为98.61%和97.28%。所提出的技术已被证明可以在结构和基于视觉的系统之间相当远的距离上捕获结构的微小振动,包括基于视觉的系统和加速度计之间的详细比较研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fiducial marker-based decentralized computer vision for structural modal identification
Due to the advancement in optics and computer vision, the implementation of the vision-based technique is extensively being investigated for structural health monitoring. Compared with traditional contact sensing measurements, computer-vision technology offers contactless and remote measurements with high spatial density at low cost and instrumentation time. This study proposes an innovative contactless vision-based decentralized vibration measurement technique, where the fiducial marker is utilized as an inexpensive virtual sensor to extract structural vibration measurements using 3D pose estimation through camera calibration. Once the vibration measurements are extracted, covariance-driven stochastic subspace identification is employed due to its robustness for effective mode decomposition and noise reduction capabilities. This paper enables the extraction of 3D time series without deploying a stereo camera system and combines the multiple fields of view of different regions of interest from various cameras in a decentralized manner to capture high-density and high-resolution spatial data for full-field measurement. Two laboratory tests were conducted on a lab-scale building model and a lab-scale beam model to validate the robustness and effectiveness of the proposed methodology. Following the laboratory validation, field tests on a full-scale truss bridge were performed to demonstrate the efficacy of the proposed technique. The relative error in the estimation of the modal frequencies in lab-scale experimentation is <2 %, whereas, for the field study, it is <5.5 %, considering the working distance between the camera and field bridge is over 30 m. The modal assurance criterion (MAC) between the extracted mode shapes is also estimated, and the average MAC values for lab-scale building and lab-scale beam models are 98.61 % and 97.28 %, respectively. The proposed technique has proven to capture the minuscule vibration of the structure at a considerable distance between the structure and the vision-based system, including a detailed comparative study between the vision-based system and accelerometers.
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
Journal of Sound and Vibration
Journal of Sound and Vibration 工程技术-工程:机械
CiteScore
9.10
自引率
10.60%
发文量
551
审稿时长
69 days
期刊介绍: The Journal of Sound and Vibration (JSV) is an independent journal devoted to the prompt publication of original papers, both theoretical and experimental, that provide new information on any aspect of sound or vibration. There is an emphasis on fundamental work that has potential for practical application. JSV was founded and operates on the premise that the subject of sound and vibration requires a journal that publishes papers of a high technical standard across the various subdisciplines, thus facilitating awareness of techniques and discoveries in one area that may be applicable in others.
×
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:481959085
Book学术官方微信