The influence of contact type of Composite Bridge Deck pavement on stress in pavement interface
Authors
Hu Wang, Fei Han
Corresponding Author
Hu Wang
Available Online April 2015.
- DOI
- 10.2991/mebe-15.2015.154How to use a DOI?
- Keywords
- Bridge engineering; Composite bridge deck; FEM; tensile stress; shear stress
- Abstract
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.
- Copyright
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Hu Wang AU - Fei Han PY - 2015/04 DA - 2015/04 TI - The influence of contact type of Composite Bridge Deck pavement on stress in pavement interface BT - Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering PB - Atlantis Press SP - 671 EP - 675 SN - 2352-5401 UR - https://doi.org/10.2991/mebe-15.2015.154 DO - 10.2991/mebe-15.2015.154 ID - Wang2015/04 ER -