Volume 38 Issue 4
Dec.  2024
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ZHENG Gankang, HE Yuelei, MENG Xiaoliang, WAN Leshan. Analysis and prediction of temperature distribution of steel trusses for kilometer-scale rail-cum-road bridge[J]. Journal of Shanghai University of Engineering Science, 2024, 38(4): 458-464. doi: 10.12299/jsues.24-0018
Citation: ZHENG Gankang, HE Yuelei, MENG Xiaoliang, WAN Leshan. Analysis and prediction of temperature distribution of steel trusses for kilometer-scale rail-cum-road bridge[J]. Journal of Shanghai University of Engineering Science, 2024, 38(4): 458-464. doi: 10.12299/jsues.24-0018

Analysis and prediction of temperature distribution of steel trusses for kilometer-scale rail-cum-road bridge

doi: 10.12299/jsues.24-0018
  • Received Date: 2024-01-17
  • Publish Date: 2024-12-31
  • Based on the temperature observation of a kilometer-scale rail-cum-road bridge, temperature distribution characteristics of main girder steel trusses at different locations in different seasons were investigated, and the temporal and spatial temperature field characteristics of the kilometer-scale rail-cum-road bridge were obtained. Based on variation characteristics of the structure and atmospheric temperature, a comprehensive analysis of temperature field of a kilometer-scale rail-cum-road bridge was conducted. The most suitable model for accurate prediction of bridge temperature data was found by comparing three neural network prediction models. The results show that the temperature field of steel trusses have significant difference in time and space; the temperature of main girder rises more slowly than atmospheric temperature; LSTM and CNN neural networks can predict the temperature data with high accuracy.
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