振动、测试与诊断2024,Vol.44Issue(1) :11-17.DOI:10.16450/j.cnki.issn.1004-6801.2024.01.002

结合数字孪生的斜拉桥系统更新和响应预测

System Updating and Response Prediction of a Cable-Stayed Bridge Based on Digital Twins

方圣恩 郭新宇
振动、测试与诊断2024,Vol.44Issue(1) :11-17.DOI:10.16450/j.cnki.issn.1004-6801.2024.01.002

结合数字孪生的斜拉桥系统更新和响应预测

System Updating and Response Prediction of a Cable-Stayed Bridge Based on Digital Twins

方圣恩 1郭新宇2
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作者信息

  • 1. 福州大学土木工程学院 福州,350108;福州大学土木工程防震减灾信息化国家地方联合工程研究中心 福州,350108
  • 2. 福州大学土木工程学院 福州,350108
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摘要

由于传统建模方法难以反馈桥梁系统参数和响应的细微变化,为此提出了以数字孪生体作为结构系统的高保真映射模型.首先,定义数字孪生体包含物理孪生层、数字孪生层和信息交互媒介3部分,数字孪生层的孪生模型是对斜拉桥物理实体的虚拟映射,通过信息交互媒介实现不同层间信息的实时传递;其次,针对具体应用提出了结构信息化、信息数据化和数据模型化3条建模准则,实现对斜拉桥物理实体的信息勾勒和可视化过程,建立高保真的斜拉桥数字孪生模型;最后,以一座实桥端锚索的监测数据为感知信息,将变化的索参数实时反馈给孪生模型,实现模型更新和响应预测.研究结果表明,所提出的数字孪生建模方法能及时反馈实桥的参数变化,并预测由此造成的索力、塔顶偏位及主梁跨中挠度的细微改变.

Abstract

Traditional modeling approaches are difficult to reflect the slight changes of bridge system param-eters and responses.Due to this,digital twins are adopted as the high fidelity mapping models for a bridge sys-tem.Firstly,the definition of digital twins comprises three parts of a physical twin layer,a digital twin layer and an information interaction medium.The digital twin model inside the digital twin layer is the virtual mapping of the bridge physical entity,and the real-time information transmission between the two layers is achieved by the information interaction medium.Secondly,in view of practical applications,three modeling principles of struc-tural informatization,information digitization and data modelization are proposed to realize the informatization and visualization of the bridge physical entity.Thereby,the digital twin model with high fidelity is established for the cable-stayed bridge.Lastly,the monitoring data of a back-stay cable of an actual bridge are adopted as the perceptual information,and the changed cable parameters are fed to the digital twin model for twin model up-dating and response prediction.The analyses results demonstrate that the proposed digital twin modeling method can effectively reflect the parameter changes of the actual bridge.Then the corresponding slight variations of the cable force,the tower top deviation and the mid-span deflection of the main girder are predicted by the twin model.

关键词

斜拉桥/数字孪生体/建模框架和准则/孪生模型更新/信息交互媒介

Key words

cable-stayed bridge/digital twins/modeling framework and principles/twin model updating/infor-mation interaction media

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基金项目

国家自然科学基金资助项目(52178276)

福建省自然科学基金资助项目(2021J01601)

福州市科技计划资助项目(2021-Y-084)

出版年

2024
振动、测试与诊断
南京航空航天大学 全国高校机械工程测试技术研究会

振动、测试与诊断

CSTPCDCSCD北大核心
影响因子:0.784
ISSN:1004-6801
参考文献量20
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