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Digital Integration of Temperature Field of Cable-Stayed Bridge Based on Finite Element Model Updating and Health Monitoring

Author

Listed:
  • Guoqiang Zhong

    (Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China)

  • Yufeng Bi

    (Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China)

  • Jie Song

    (Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China)

  • Kangdi Wang

    (Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China)

  • Shuai Gao

    (Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China)

  • Xiaonan Zhang

    (Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China)

  • Chao Wang

    (Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China)

  • Shang Liu

    (Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China)

  • Zixiang Yue

    (Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China)

  • Chunfeng Wan

    (Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China)

Abstract

A health monitoring system typically collects and processes data to observe the health status of a bridge. The cost limitations imply that only the measurement point data of a few key points can be obtained; however, the entire bridge monitoring information cannot be established, which significantly interferes with the data integrity of the structural monitoring system. In this study, a solution is proposed for reconstructing the monitoring data of the entire bridge. By updating the finite element (FE) model based on structural thermal analysis, numerical simulation technology, and other methods, the temperature field integration model of a cable-stayed bridge is realized. The temperature spatial expansion method of deep learning is established by using the complete simulated temperature field of the entire bridge based on limited measured temperature data; this data is verified and applied to the main beam and bridge tower, thereby establishing the complete measured temperature field of the whole bridge. This is of great significance in supplementing health monitoring information, allowing for the accurate monitoring and evaluation of the structural safety and service performance of long bridges.

Suggested Citation

  • Guoqiang Zhong & Yufeng Bi & Jie Song & Kangdi Wang & Shuai Gao & Xiaonan Zhang & Chao Wang & Shang Liu & Zixiang Yue & Chunfeng Wan, 2023. "Digital Integration of Temperature Field of Cable-Stayed Bridge Based on Finite Element Model Updating and Health Monitoring," Sustainability, MDPI, vol. 15(11), pages 1-22, June.
  • Handle: RePEc:gam:jsusta:v:15:y:2023:i:11:p:9028-:d:1163065
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