沥青路面温度场的预估方法

单景松, 郭忠印

江苏大学学报(自然科学版) ›› 2013, Vol. 34 ›› Issue (5) : 594-598.

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江苏大学学报(自然科学版) ›› 2013, Vol. 34 ›› Issue (5) : 594-598. DOI: 10.3969/j.issn.1671-7775.2013.05.018
论文

沥青路面温度场的预估方法

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Predictive method of temperature field in asphalt pavement

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摘要

为了快速、准确地获取沥青路面温度场变化,开展了温度场预估方法研究.首先借助有限元方法建立了沥青路面温度场计算模型;然后分析了大气温度、日太阳辐射量等气象因素对沥青面层温度场的影响规律,得到了路面最高温度与大气温度、日太阳辐射量之间的关系式,在此基础上建立了路面内部任一深度处最高温度与路面最高温度相关关系的图表和公式;最后依据沥青路面温度场的日变化特点,以余弦函数方式建立了路面内不同深度处随时间变化的温度函数模型,结果显示:温度场预估值与计算值误差控制在05 ℃之内,完全满足工程使用的要求.因此,利用该模型可实现白天时段的沥青路面温度场预估,通过简单程序即可快速实现,且具有较高的精度.

Abstract

To obtain the temperature variation data of asphalt pavement accurately and quickly, the method of predicting temperature field was investigated. The calculating process of asphalt pavement temperature field was modeled by finite element method. The effects of air temperature and solar radiation on temperature characteristic of asphalt layer were discussed. The maximum temperature on pavement surface was expressed by air temperature and solar radiation, and the correlation of maximum temperature between pavement surface and any point in asphalt layer was established by figure and formula. Based on the daily property of temperature field, the temperature was modeled by cosine function with the parameters of time and depth to calculate the temperature during daytime. The results show that the margin of error between predictive value and calculation is less than 0.5 ℃, which can meet the requirements of engineering application completely. The proposed method of predicting temperature field has the advantage of simplicity with high accuracy.

关键词

 沥青路面 / 温度场 / 传热学模型 / 太阳辐射 / 温度场预估

Key words

asphalt pavement / temperature field / heat transfer theory model / solar radiation / temperature field prediction

引用本文

导出引用
单景松, 郭忠印. 沥青路面温度场的预估方法[J]. 江苏大学学报(自然科学版), 2013, 34(5): 594-598 https://doi.org/10.3969/j.issn.1671-7775.2013.05.018
DAN Jing-Song, GUO Zhong-Yin. Predictive method of temperature field in asphalt pavement[J]. Journal of Jiangsu University(Natural Science Edition), 2013, 34(5): 594-598 https://doi.org/10.3969/j.issn.1671-7775.2013.05.018

参考文献

[1]Barber E S. Calculation of maximum pavement temperature from weather reports[J].Highway Research Board Bulletin,1957(168):1-8.
[2]Straub A L, Schenck H N, Przbycien F E.Bituminous pavement temperature related to climate[J]. Highway Research Record,1968(256):53-77.
[3]Hermansson A. Simulation model for calculating pavement temperature including maximum temperature[J].Transportation Research Record,2000(1699):134-141.
[4]严作人.层状路面体系的温度场分析[J].同济大学学报,1984,12(3):76-85.
Yan Zuoren.Analysis of the temperature field in layered pavement system[J]. Journal of Tongji University,1984,12(3):76-85.(in Chinese)
[5]吴赣昌.层状体系温度场分析[J].中国公路学报,1992,5(4),17-25.
Wu Ganchang.The analysis of pavement temperature field of multilayer system [J]. China Journal of Highway and Transport, 1992,5(4):17-25. (in Chinese)
[6]孙立军,秦健.沥青路面温度场的预估模型[J].同济大学学报:自然科学版,2006,34(4):480-483.
Sun Lijun,Qin Jian.Prediction model on temperature field in asphalt pavement[J]. Journal of Tongji University:Natural Science,2006,34(4),480-483.(in Chinese)
[7]贾璐,孙立军,黄立葵,等.沥青路面温度场数值预估模型[J].同济大学学报:自然科学版,2007,35(8):1039-1043.
Jia Lu,Sun Lijun,Huang Likui,et al.A numerical temperature prediction model for asphalt concrete pavement[J]. Journal of Tongji University:Natural Science,2007,35(8):1039-1043.(in Chinese)
[8]American Association of State Highway and Transportation Officials.Guide for Design of Pavement Structures[S].1993.
[9]National Cooperative Highway Research Program.Guide for MechanisticEmpirical Design of New and Rehabilitated Pavement Structures Project 1-37A[S].2004.
[10]Thompson M R,Dempsey B J,Hill H,et al.Characterizing temperature effects for pavement analysis and design[J].Transportation Research Record,1987(549):3-46.
[11]廖公云.ABAQUS有限元软件在道路工程中的应用[M].南京:东南大学出版社,2008:110-120.

基金

山东省自然科学基金资助项目(ZR2011EEQ027); 同济大学道路与交通工程教育部重点实验室开放基金资助项目(201002)


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