Research on Structure of Steel-concrete Joint Section in Hybrid Girder of a Grand Bridge
Authors
Weiwei Chen, Bin Liang, Wenjing Wang
Corresponding Author
Weiwei Chen
Available Online November 2015.
- DOI
- 10.2991/iccet-15.2015.71How to use a DOI?
- Keywords
- hybrid girder; steel-concrete joint section; structure characteristics; PBL connector;
- Abstract
Structure of steel-concrete joint section in hybrid girder of a grand bridge is studied. Taking Weihe grand bridge as an engineering example, structure combination of steel-concrete joint section and detail structure design including joint section connector, longitudinal prestressed reinforcement, steel lattice are analyzed. Combined the calculation and analysis, the connection form of steel-concrete joint section of Weihe grand bridge is determined. The results show that the joint section stiffness changes relatively uniform and stress transition is smooth. The structure design of steel-concrete joint section of this bridge is reasonable.
- Copyright
- © 2015, 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/).
Cite this article
TY - CONF AU - Weiwei Chen AU - Bin Liang AU - Wenjing Wang PY - 2015/11 DA - 2015/11 TI - Research on Structure of Steel-concrete Joint Section in Hybrid Girder of a Grand Bridge BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 370 EP - 374 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.71 DO - 10.2991/iccet-15.2015.71 ID - Chen2015/11 ER -