Research on connectors’ slip effect of prestressed concrete steel tank composite beam girder bridge
Xiaoxin Feng, Jiang Wang, Fan Gan
Available Online April 2015.
- https://doi.org/10.2991/icmra-15.2015.47How to use a DOI?
- Hybrid girder bridge; composite beam; connectors; slip effect; the finite element method
- Regarding the three spans Composite- Concrete hybrid continuous beam bridge as the research object, we use the general finite element software Midas civil on the cylindrical pin welding connection between concrete bridge panel and steel tank for simulation analysis.Analysis branch law of slip effect on the combined beam, and then sum up that nonuniform of slip effect on the concrete tank steel composite beam .Finally consider the comparative analysis of connection status in both ideal(no slip effect) and real (slip) condition , summarize the the influence of slip effect on stress and displacement of composite beam under the load , give advice on the connectors’ design of concrete steel tank composite beam girder bridge.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Xiaoxin Feng AU - Jiang Wang AU - Fan Gan PY - 2015/04 DA - 2015/04 TI - Research on connectors’ slip effect of prestressed concrete steel tank composite beam girder bridge BT - Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation PB - Atlantis Press SP - 237 EP - 240 SN - 2352-538X UR - https://doi.org/10.2991/icmra-15.2015.47 DO - https://doi.org/10.2991/icmra-15.2015.47 ID - Feng2015/04 ER -