Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering

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/).

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Volume Title
Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering
Series
Advances in Engineering Research
Publication Date
April 2015
ISBN
978-94-62520-57-8
ISSN
2352-5401
DOI
10.2991/mebe-15.2015.154How to use a DOI?
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  -