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高温时流固耦合作用对沥青面层畸变能的影响

刘富强 滕旭秋

铁道科学与工程学报2018,Vol.15Issue(1):87-93,7.
铁道科学与工程学报2018,Vol.15Issue(1):87-93,7.

高温时流固耦合作用对沥青面层畸变能的影响

Influence of fluid-solid coupling action when high temperature on distortion energy of asphalt pavement layer

刘富强 1滕旭秋2

作者信息

  • 1. 长安大学 公路学院,陕西 西安 710064
  • 2. 兰州交通大学 土木工程学院,甘肃 兰州 730070
  • 折叠

摘要

Abstract

In order to study the influence of fluid-solid coupling action when high temperature on distortion energy of asphalt pavement layer, choosing the typical asphalt pavement structure with semi-rigid base as the research object and using the finite element software of ABAQUS to create the three-dimensional finite element model of asphalt pavement with conditions of the fluid-solid coupling action at 60 ℃. To analyze the stress response of asphalt pavement layer below under the fluid-solid coupling action at 60 ℃, and then to analyze the influence on its distortion energy. The results show that: the asphalt pavement under the fluid-solid coupling action when high temperature, the vertical principal stress, shear stress and distortion of bottom of the asphalt pavement layer are higher than the asphalt pavement under the vehicle load action alone; Comparing to the vehicle load action alone, the distortion energy of the bottom of asphalt pavement layer under the fluid-solid coupling action when high temperature increased 1.89 times.

关键词

沥青路面/有限元/半刚性基层/畸变能/流固耦合作用

Key words

asphalt pavement/finite element/semi-rigid base/distortion energy/fluid-solid coupling action

分类

交通工程

引用本文复制引用

刘富强,滕旭秋..高温时流固耦合作用对沥青面层畸变能的影响[J].铁道科学与工程学报,2018,15(1):87-93,7.

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