Stress Analysis of Asphalt Concrete Deck Pavement on Steel Bridge based on Burgers Model and interlayer contact

DOI

10.2991/iceep-17.2017.12How to use a DOI?

Keywords

deck pavement, asphalt concrete, viscoelasticity, interlayer contact, maximum stress, disengaging area.

Abstract

A three-dimensional finite element steel bridge and its deck pavement were established by ANSYS software to simulate the influence of different model and bonding failure between adjacent layers on stress values of asphalt concrete deck pavement. The stress values of asphalt concrete deck pavement were calculated and analyzed with consideration of the characteristic of asphalt concrete and interlayer bonding condition. The influence of the disengaging area between the upper layer and lower layer of asphalt concrete on the stress values of asphalt concrete deck pavement was computed and analyzed. At the same time, the influence of the disengaging area between the lower layer of asphalt concrete and the waterproof layer on the stress values of asphalt concrete deck pavement was calculated and analyzed.

Copyright

© 2017, 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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TY  - CONF
AU  - Xuntao Wang
AU  - Jianhu Feng
AU  - Hu Wang
PY  - 2017/06
DA  - 2017/06
TI  - Stress Analysis of Asphalt Concrete Deck Pavement on Steel Bridge based on Burgers Model and interlayer contact
BT  - Proceedings of the 2017 6th International Conference on Energy and Environmental Protection (ICEEP 2017)
PB  - Atlantis Press
SP  - 70
EP  - 77
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceep-17.2017.12
DO  - 10.2991/iceep-17.2017.12
ID  - Wang2017/06
ER  -