The influence of contact type of Composite Bridge Deck pavement on stress in pavement interface

被引：0
|
作者：
Wang, Hu [1 ]
Han, Fei [1 ]
机构：
[1] Changan Univ, Dept Civil Engn, Xian 710064, Shaanxi, Peoples R China
来源：
PROCEEDINGS OF THE 2015 INTERNATIONAL CONFERENCE ON MATERIALS, ENVIRONMENTAL AND BIOLOGICAL ENGINEERING | 2015年 / 10卷
关键词：
Bridge engineering; Composite bridge deck; FEM; tensile stress; shear stress;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In order to study the stress distribution law of simply-supported bridge deck pavement the finite element software ANSYS is used to building the overall structure model of the composite bridge deck. The huge difference of materials of interface of concrete cushion layer and asphalt pavement layer in composite bridge deck affect the functional performance of the bridge deck pavement dramatically. Analysis shows that the mechanics characteristic of composite bridge deck pavement under different interlayer contact condition appears diversely.
引用
收藏
页码：671 / 675
页数：5
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