Fatigue analysis of rib-to-deck joints in steel orthotropic decks of Chongqi Bridge
Hui Wang, Suyu Han, Shiqin He, Fei Yan
Available Online April 2017.
- https://doi.org/10.2991/iceesd-17.2017.28How to use a DOI?
- Chongqi Bridge; Orthotropic steel deck plate; Rib-to-deck joints; fatigue
- Chongqi bridge is the longest-span continuous steel box girder bridge with an orthotropic steel deck in China. Due to the small thickness of both the deck plate and rib wall, the out-of-plane bending moments result in high local flexural stresses causing fatigue cracks to develop at the rib-to-deck joints. Aiming at the fatigue problem of this joint in the orthotropic steel bridge deck plate, the stress amplitude is calculated by FEM and the fatigue properties of rib-to-deck joints was analyzed according to the Eurocode specification under the condition of the single path loading. The results show that rib-to-deck joints have adequate fatigue strength and no fatigue cracks would occur at the location under the given fatigue loads.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Hui Wang AU - Suyu Han AU - Shiqin He AU - Fei Yan PY - 2017/04 DA - 2017/04 TI - Fatigue analysis of rib-to-deck joints in steel orthotropic decks of Chongqi Bridge BT - Proceedings of the 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017) PB - Atlantis Press SP - 146 EP - 149 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-17.2017.28 DO - https://doi.org/10.2991/iceesd-17.2017.28 ID - Wang2017/04 ER -