| Issue |
MATEC Web Conf.
Volume 67, 2016
International Symposium on Materials Application and Engineering (SMAE 2016)
|
|
|---|---|---|
| Article Number | 05009 | |
| Number of page(s) | 7 | |
| Section | Chapter 5 Metallurgical Engineering | |
| DOI | https://doi.org/10.1051/matecconf/20166705009 | |
| Published online | 29 July 2016 | |
Influence of Pavement on Fatigue Performance of Urban Steel Box Girder Deck
College of Civil Engineering, Central South University Changsha 410075 China
a 1175982546@qq.com
b tangmian513@163.com
c 294776643@qq.com
Based on spatial finite element analysis method, the Influence of pavement on fatigue performance of orthotropic steel deck was analyzed in terms of pavement system, asphalt pavement stiffness. The result shows that compared with asphalt pavement system, RPC pavement system can not only obviously improve the stress condition of steel bridge deck, but also significantly extend the fatigue life of steel bridge panel; Increasing the stiffness of pavement layer can obviously reduce the stress amplitude of fatigue details, especially for direct contact with the pavement.
Key words: Orthotropic plate / Pavement / Fatigue life / Stress amplitude
© The Authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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