Fatigue Performances of Steel Box Girder in Orthotropic Steel Bridge Deck with Corrosive Environment

DOI

10.2991/icreet-16.2017.102How to use a DOI?

Keywords

Fatigue, Corrosive Environment, Steel Box Girder

Abstract

According to available results of the engineering investigation, the fatigue cracks are inevitably existed in steel bridges because of the environmental pollution, overloading vehicles and larger numbers of automobiles. The static and fatigue tests of the orthotropic steel bridge deck models were carried out in this research with the fatigue damage developing laws. An experiment design of corrosive and fatigue property of steel box girder with the specific environment controlling equipment is herein taken into account. Through the data from the testing design, the important characteristic width and length of the fatigue crack can be achieved, which can be used for the grasping of the mechanism of the steel box girder in the future.

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  - Lin Su
AU  - Jian Zhang
AU  - Wanghua Yin
AU  - Lei Jiang
PY  - 2017/03
DA  - 2017/03
TI  - Fatigue Performances of Steel Box Girder in Orthotropic Steel Bridge Deck with Corrosive Environment
BT  - Proceedings of the 2016 4th International Conference on Renewable Energy and Environmental Technology (ICREET 2016)
PB  - Atlantis Press
SP  - 609
EP  - 612
SN  - 2352-5401
UR  - https://doi.org/10.2991/icreet-16.2017.102
DO  - 10.2991/icreet-16.2017.102
ID  - Su2017/03
ER  -