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不同速度下沥青路面的动态响应分析
引用本文:张维全,杨玥.不同速度下沥青路面的动态响应分析[J].交通标准化,2009(17):114-116.
作者姓名:张维全  杨玥
作者单位:重庆交通大学土木建筑学院,重庆400074
摘    要:利用ANSYS建立典型的半刚性路面结构的三维有限元模型,并比较动载与静载下力学响应的不同,结果表明动载下的响应偏小。另外,通过改变命令流参数,计算不同速度下的响应结果,发现车速较高时,路面的力学响应反而偏小。

关 键 词:行车速度  移动荷载  力学响应  半刚性路面  三维有限元模型

Dynamic Response of Asphalt Pavement Structure Subjected of Different Speeds
ZHANG Wei quan,YANG.Dynamic Response of Asphalt Pavement Structure Subjected of Different Speeds[J].Communications Standardization,2009(17):114-116.
Authors:ZHANG Wei quan  YANG
Institution:Yue (School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China)
Abstract:ANSYS is used to establish a three-dimensional finite element model of typical semirigid structure of the surface, and the mechanical response of static load and dynamic load are compared. The results show that dynamic response is small. Then by changing the parameters of the order flow, response to different speed is calculated so that the higher the speed is, the smaller the mechanical response of pavement is.
Keywords:speed of traffic  dynamic load  mechanical response  semi-rigid structure of surface  three-dimensional finite element model
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