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基于气象大数据的大跨桥梁温度效应预测方法
作者:
作者单位:

1.湖南大学 土木工程学院;2.中建三局第一建设工程有限责任公司;3.长沙市建设工程质量安全监督站

基金项目:

国家自然科学基金资助项目(52278306)


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

1.College of Civil Engineering,Hunan University;2.China Construction Third Bureau First Engineering CO.,LTD;3.Changsha Construction Project Quality and Safety Supervision Station

Fund Project:

National Natural Science Foundation of China(52278306)

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    摘要:

    为了提高结构健康监测经济性和应用范围,提出了一种基于气象站大数据信息的大跨度桥梁结构温度场预测方法,从而实现轻量化和可持续性的桥梁温度场及温度变形计算。以某大跨钢拱桁架桥为研究对象,通过气象数据平台获取气象站大数据信息(包括天气、气温和风速信息),利用Elbadry改进的凯尔别克辐射模型计算桥梁关键构件各表面受到的辐射强度,基于热交换传递理论计算结构热分析边界条件,结合有限元分析方法进行结构瞬态热分析,从而获得目标桥梁关键构件的时变温度场。温度场的计算结果与桥梁上实测温度在时间历程和结构竖向分布上均吻合良好,平均误差在3%以内。将计算得到的结构温度施加到桥梁结构整体有限元模型上,得到桥梁结构的温度变形,桥梁支座纵向位移的计算值与实测值吻合良好,平均误差在13mm以内。分析验证了所提出的基于气象站大数据的桥梁结构温度场预测方法是可行的,利用该方法可进一步得到桥梁结构的温度变形。

    Abstract:

    In order to improve the economy and application scope of structural health monitoring, a temperature field prediction method of long-span bridges based on big data information of weather stations was proposed, so as 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 of the weather station (including weather, temperature and wind speed information) was obtained through the meteorological data platform, the radiation intensity of each surface of the key 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, so as to obtain the time-varying temperature field of the key 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 the average error is within 3%. The calculated structural temperature was applied to the overall finite element model of the bridge structure, the temperature deformation of the bridge structure was obtained, and the calculated value of the longitudinal displacement of the bridge support is in good agreement with the measured value, the average error is within 13mm. The analysis verifies that the proposed bridge temperature field prediction method based on weather station big data is feasible, the temperature deformation of the bridge structure can be further obtained by using this method as well.

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历史
  • 收稿日期: 2023-02-04
  • 最后修改日期: 2023-05-10
  • 录用日期: 2023-05-17
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