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author:

Fang, Shengen (Fang, Shengen.) [1] (Scholars:方圣恩) | Guo, Xinyu (Guo, Xinyu.) [2]

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EI Scopus PKU CSCD

Abstract:

Traditional modeling approaches are difficult to reflect the slight changes of bridge system parameters and responses. Due to this,digital twins are adopted as the high fidelity mapping models for a bridge system. 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 structural 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 updating 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. © 2024 Nanjing University of Aeronautics an Astronautics. All rights reserved.

Keyword:

Cables Cable stayed bridges Data visualization Mapping

Community:

  • [ 1 ] [Fang, Shengen]School of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Fang, Shengen]National & Local Joint Engineering Research Center for Seismic and Disaster Informatization of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Guo, Xinyu]School of Civil Engineering, Fuzhou University, Fuzhou; 350108, China

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Source :

Journal of Vibration, Measurement and Diagnosis

ISSN: 1004-6801

CN: 32-1361/V

Year: 2024

Issue: 1

Volume: 44

Page: 11-17 and 193

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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