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Continuous Dynamic Analysis Method and Case Verification of Cable Structure Based on Digital Twin

Author

Listed:
  • Zeqiang Wang

    (School of Civil Engineering, Tianjin University, Tianjin 300350, China
    Beijing Building Construction Research Institute Co., Ltd., Beijing 100039, China)

  • Mingming Li

    (Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China)

  • Zhansheng Liu

    (Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China)

  • Majid Dezhkam

    (Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China)

  • Yifeng Zhao

    (Beijing Building Construction Research Institute Co., Ltd., Beijing 100039, China)

  • Yang Hu

    (Beijing Building Construction Research Institute Co., Ltd., Beijing 100039, China)

Abstract

The safety and quality of cable structure construction necessitate a comprehensive analysis approach. However, conventional methods suffer from difficulties in the temporal and spatial integration of construction information and low efficiency in construction analysis. This study proposes a multi-dimensional digital twin model for cable structure construction to optimize conventional calculation methods. Firstly, this study proposes a continuous dynamic analysis method for cable structures based on the digital twin, which reveals the mechanism behind the continuous dynamic analysis of cable structures. Furthermore, a multidimensional digital twin model is established, and the model is continuously corrected using real-time data collected by sensors. The intrinsic constitution equation and equilibrium equation are also corrected to improve the finite element analysis method of the cable structure. An intelligent simulation system for cable structures was developed and effectively applied to actual cable structure construction scenarios. The same finite element analysis model was used to calculate all stages from lifting to tension forming. Construction information fusion ensured continuous dynamic analysis with an average calculation accuracy higher than 97%.

Suggested Citation

  • Zeqiang Wang & Mingming Li & Zhansheng Liu & Majid Dezhkam & Yifeng Zhao & Yang Hu, 2023. "Continuous Dynamic Analysis Method and Case Verification of Cable Structure Based on Digital Twin," Sustainability, MDPI, vol. 15(22), pages 1-24, November.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:22:p:16125-:d:1283883
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    References listed on IDEAS

    as
    1. Guang-Dong Zhou & Ting-Hua Yi, 2014. "A Summary Review of Correlations between Temperatures and Vibration Properties of Long-Span Bridges," Mathematical Problems in Engineering, Hindawi, vol. 2014, pages 1-19, April.
    2. Guoliang Shi & Zhansheng Liu & Dengzhou Xian & Rongtian Zhang, 2023. "Intelligent Assessment Method of Structural Reliability Driven by Carrying Capacity Sustainable Target: Taking Bearing Capacity as Criterion," Sustainability, MDPI, vol. 15(13), pages 1-18, July.
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