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骤然降温下的沥青路面温度场变化
引用本文:王昌衡,张翔宇,陈湘亮.骤然降温下的沥青路面温度场变化[J].中南公路工程,2007,32(3):113-115,126.
作者姓名:王昌衡  张翔宇  陈湘亮
作者单位:湖南大学土木工程学院 湖南长沙410082
摘    要:基于传热学理论,利用有限元软件ANSYS,建立路面结构温度场分析的二维有限元模型,通过热稳态分析计算出路面基层初始温度场,再进行热瞬态分析。分析结果表明骤然降温下,沥青路面温度大幅度降低。

关 键 词:沥青路面  温度场  有限元  骤然降温
文章编号:1002-1205(2007)03-0113-03
修稿时间:2007-01-20

The Change of Asphalt Pavement Temperature Field When Temperature Decreasing Suddenly
WANG Changheng, ZHANG Xiangyu, CHEN Xiangliang.The Change of Asphalt Pavement Temperature Field When Temperature Decreasing Suddenly[J].Central South Highway Engineering,2007,32(3):113-115,126.
Authors:WANG Changheng  ZHANG Xiangyu  CHEN Xiangliang
Institution:College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China
Abstract:Based on the theory of heat transfer,the two dimensional finite element of asphalt pavement for temperature field analysis is modeled by applying the software of ANSYS.The paper computes pavement temperature field by analyzing the heat steady,then analyses the heat transient state.The results indicate that the temperature of asphalt pavement will reduces large scale in the cases of the temperature decreases suddenly.
Keywords:asphalt pavement  temperature field  finite element method  temperature decreasing suddenly
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