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沥青路面面层剪应力的粘弹性有限元分析
引用本文:刘广军. 沥青路面面层剪应力的粘弹性有限元分析[J]. 交通标准化, 2009, 0(11): 32-35
作者姓名:刘广军
作者单位:河北省保沧高速公路筹建处,河北保定071000
摘    要:引入粘弹性理论,采用Burgers模拟沥青混合料的粘弹特性,利用有限元方法分析超载、制动力和纵坡对路面结构的影响,可得出面层剪应力变化的一般规律,为沥青路面设计提供一定的参考依据。

关 键 词:剪应力  粘弹性  有限元法  Burgers

Viscoelastic Finite Element Analysis of Shear Stress on Asphalt Pavement Surface
LIU Guang-jun. Viscoelastic Finite Element Analysis of Shear Stress on Asphalt Pavement Surface[J]. Communications Standardization, 2009, 0(11): 32-35
Authors:LIU Guang-jun
Affiliation:Hebei Provincial Baoding-Cangzhou Expressway Preparing and Construction Office;Baoding 071000;China
Abstract:Through quoting viscoelastic theory, Burgers model is used to simulate viscoelastic behavior of asphalt mixture, and the effect of overload, braking force and longitudinal slope on pavement structure is analyzed by finite element method. At last, general law of shear stress on surface course on is obtained which provides reference for pavement design.
Keywords:shear stress  viscoelasticity  finite element method  Burgers  
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