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

被引:1
|
作者
Zhong, Guoqiang [1 ]
Bi, Yufeng [1 ]
Song, Jie [1 ]
Wang, Kangdi [1 ]
Gao, Shuai [2 ]
Zhang, Xiaonan [2 ]
Wang, Chao [1 ]
Liu, Shang [1 ]
Yue, Zixiang [2 ]
Wan, Chunfeng [2 ]
机构
[1] Shandong Prov Commun Planning & Design Inst Grp Co, Jinan 250101, Peoples R China
[2] Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Peoples R China
关键词
finite element; model updating; deep learning; temperature spatial expansion; IDENTIFICATION;
D O I
10.3390/su15119028
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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.
引用
收藏
页数:22
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