Digital Twin-Empowered Analysis of Structural Temperature Field of a Long-Span Suspension Bridge

IF 4.6 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Ning-Jie Zhou, You-Lin Xu, Zi-Jing Wei, Di Wu, Er-Hua Zhang
{"title":"Digital Twin-Empowered Analysis of Structural Temperature Field of a Long-Span Suspension Bridge","authors":"Ning-Jie Zhou,&nbsp;You-Lin Xu,&nbsp;Zi-Jing Wei,&nbsp;Di Wu,&nbsp;Er-Hua Zhang","doi":"10.1155/stc/8021513","DOIUrl":null,"url":null,"abstract":"<div>\n <p>Structural temperature field significantly affects structural responses, such as displacements and stresses, of a long-span suspension bridge. An accurate and effective analysis of structural temperature field is therefore important. This study proposes a digital twin-empowered analysis of structural temperature field of a long-span suspension bridge. The real bridge and its surrounding environment are regarded as a physical entity. The information, such as ambient temperature and structural temperature, collected by the structural health monitoring system at the locations of sensors is taken as the data collected from the physical entity. A 3D finite element model of the bridge is then constructed as a virtual entity for heat transfer analysis with solar radiation, wind speed, and other environmental conditions included. The data collected from the physical entity are then mapped to the virtual entity through a particle swarm optimization algorithm to update uncertain parameters in the thermal boundary and convert the virtual entity to a digital twin. The established digital twin is finally used to find and predict the structural temperature field of the entire bridge. The results demonstrate that the digital twin-empowered heat transfer analysis is feasible and able to provide more accurate prediction of the structural temperature field of the entire bridge.</p>\n </div>","PeriodicalId":49471,"journal":{"name":"Structural Control & Health Monitoring","volume":"2025 1","pages":""},"PeriodicalIF":4.6000,"publicationDate":"2025-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1155/stc/8021513","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Control & Health Monitoring","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1155/stc/8021513","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

Structural temperature field significantly affects structural responses, such as displacements and stresses, of a long-span suspension bridge. An accurate and effective analysis of structural temperature field is therefore important. This study proposes a digital twin-empowered analysis of structural temperature field of a long-span suspension bridge. The real bridge and its surrounding environment are regarded as a physical entity. The information, such as ambient temperature and structural temperature, collected by the structural health monitoring system at the locations of sensors is taken as the data collected from the physical entity. A 3D finite element model of the bridge is then constructed as a virtual entity for heat transfer analysis with solar radiation, wind speed, and other environmental conditions included. The data collected from the physical entity are then mapped to the virtual entity through a particle swarm optimization algorithm to update uncertain parameters in the thermal boundary and convert the virtual entity to a digital twin. The established digital twin is finally used to find and predict the structural temperature field of the entire bridge. The results demonstrate that the digital twin-empowered heat transfer analysis is feasible and able to provide more accurate prediction of the structural temperature field of the entire bridge.

Abstract Image

某大跨度悬索桥结构温度场的数字双赋权分析
结构温度场会对大跨度悬索桥的位移和应力等结构响应产生重大影响。因此,准确有效地分析结构温度场非常重要。本研究提出了一种数字双胞胎驱动的大跨度悬索桥结构温度场分析方法。实际桥梁及其周围环境被视为一个物理实体。结构健康监测系统在传感器位置采集的环境温度和结构温度等信息被视为从物理实体采集的数据。然后构建桥梁的三维有限元模型,作为热传导分析的虚拟实体,其中包括太阳辐射、风速和其他环境条件。然后,通过粒子群优化算法将从物理实体收集到的数据映射到虚拟实体,更新热边界中的不确定参数,并将虚拟实体转换为数字孪生体。建立的数字孪生体最终用于发现和预测整座桥梁的结构温度场。结果表明,由数字孪生驱动的传热分析是可行的,能够更准确地预测整座桥梁的结构温度场。
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 求助全文
来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
×
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