A Temperature Effect Prediction Method for Long-Span Bridges Based on Meteorological Big Data

被引：0
作者：
Zhou, Yun [1 ,2 ]
Zheng, Jiayuan [1 ]
Hao, Guanwang [1 ]
Wei, Junjie [1 ]
Li, Jian [3 ]
Zhu, Zhengrong [4 ]
机构：
[1] College of Civil Engineering, Hunan University, Changsha
[2] Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, Hunan University, Changsha
[3] China Construction Third Bureau First Engineering Co.，Ltd., Wuhan
[4] Changsha Construction Project Quality and Safety Supervision Station, Changsha
来源：
Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences | 2024年 / 51卷 / 07期
基金：
中国国家自然科学基金;
关键词：
long-span bridges; meteorological big data; numerical simulation; structural health monitoring; temperature distortion; temperature field calculation;
D O I：
10.16339/j.cnki.hdxbzkb.2024077
中图分类号：
学科分类号：
摘要：
To improve the economy of structural health monitoring and expand its application scope，a temperature field prediction method of long-span bridges based on big-data information from weather stations was proposed to realize lightweight and sustainable bridge temperature field and temperature deformation calculation. Taking a large-span steel arch truss bridge as the research object，the big-data information（including weather，temperature，and wind speed information）from the weather station was obtained through the meteorological data platform，the radiation intensity of each surface for the main components of the bridge was calculated by Elbadry’s improved Kelbek radiation model，the boundary conditions of structural thermal analysis were calculated based on the heat exchange transfer theory，and the structural transient thermal analysis was carried out in combination with the finite element analysis method，to obtain the time-varying temperature field of the main components of the target bridge. The calculation results of the temperature field are in good agreement with the measured temperature on the bridge in terms of time history and vertical distribution of the structure，and absolute value of the average error is within 3%. The calculated structural temperature was applied to the overall finite element model of the bridge structure，and the temperature deformation of the bridge structure was obtained. Moreover，the calculated value of the longitudinal displacement of the bridge support is in good agreement with the measured value，and the average error is within 13mm. The analysis verifies that the proposed bridge temperature field prediction method based on big data from weather stations is feasible，and the temperature deformation of the bridge structure can be further obtained by using this method as well. © 2024 Hunan University. All rights reserved.
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页码：164 / 176
页数：12
相关论文
共 30 条
  • [1] ZHU S J, LIU H X, The traffic and behavioral effects of the I-35W Mississippi River bridge collapse, Transportation Research Part A：Policy and Practice, 44, 10, pp. 771-784, (2010)
  • [2] HARVEY B., Long-term structural health monitoring of the Cleddau bridge：evaluation of quasi-static temperature effects on bearing movements ［J］, Structure and Infrastructure Engineering, 12, 10, pp. 1342-1355, (2016)
  • [3] HUANG H B, New representative temperature for performance alarming of bridge expansion joints through temperature-displacement relationship, Journal of Bridge Engineering, 23, 7, (2018)
  • [4] LIU H B, WANG X Q，, JIAO Y B．, Effect of temperature variation on modal frequency of reinforced concrete slab and beam in cold regions, Shock and Vibration, 2016, (2016)
  • [5] MIN Z H, SUN L M, DAN D H., Effect analysis of environmental factors on structural modal parameters of a cable-stayed bridge, Journal of Vibration and Shock, 28, 10, pp. 99-105, (2009)
  • [6] ZUK W., Thermal behaviour of composite bridges-insulated and uninsulated［J］, Highway Research Record, 76, 1, pp. 231-253, (1965)
  • [7] PRIESTLEY M N．, Design of concrete bridges for temperature gradients, ACI Journal Proceedings, 75, 5, pp. 209-217, (1978)
  • [8] Temperature variations in concrete bridges, Journal of Structural Engineering, 109, 10, pp. 2355-2374, (1983)
  • [9] CHAN M, Temperature stresses in composite box girder bridges, Journal of Structural Engineering, 109, 6, pp. 1460-1478, (1983)
  • [10] GE Y J, ZHANG G Q．, Temperature gradient test and research of RC cable-stayed bridges［J］, China Journal of Highway and Transport, 9, 2, pp. 76-83, (1996)
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