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沥青路面沥青层剪应力变化简化模型研究

许严 孙立军

同济大学学报(自然科学版)2012,Vol.40Issue(2):211-216,6.
同济大学学报(自然科学版)2012,Vol.40Issue(2):211-216,6.DOI:10.3969/j.issn.0253-374x.2012.02.009

沥青路面沥青层剪应力变化简化模型研究

Research on Simplified Model for Variation of Shear Stress of Asphalt Layers in Asphalt Pavements

许严 1孙立军1

作者信息

  • 1. 同济大学道路与交通工程教育部重点实验室,上海201804
  • 折叠

摘要

Abstract

The model of the multi-layer asphalt pavements is built with the finite element software ANSYS according to the elastic layer system theory. Based on the model, the shear stress distribution along the depth of the asphalt layer in asphalt pavements is calculated. The shear stress distribution changing rules of the asphalt layer as thickness of surface, modulus of base or thickness of base change are found by calculating lots of structural compositions. Based on these rules a shear stress curve functional equation along the depth of the asphalt layer is obtained by modifying the probability density function of the Gamma Distribution. Software used calculating shear stress and pavement rut is programmed according to the function above and the function of pavement rut evaluation.

关键词

沥青路面/剪应力/ANSYS/伽马分布/车辙预估

Key words

asphalt pavement/ shear stress/ ANSYS/ Gamma distribution/ rut evaluation

分类

交通工程

引用本文复制引用

许严,孙立军..沥青路面沥青层剪应力变化简化模型研究[J].同济大学学报(自然科学版),2012,40(2):211-216,6.

基金项目

江西省交通运输厅科技资助项目(2009C0001) (2009C0001)

同济大学学报(自然科学版)

OA北大核心CSCDCSTPCD

0253-374X

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