Investigation of reasonable sections for simply supported steel plate-concrete composite girder bridge
Authors
J.W. Zhu, H. Liu, X L Zhai
Corresponding Author
J.W. Zhu
Available Online October 2016.
- DOI
- 10.2991/iccahe-16.2016.118How to use a DOI?
- Keywords
- Steel plate-concrete composite girder bridge; Economical height of girder; Live load composite girder; Reasonable section structures.
- Abstract
The simply supported steel plate-concrete composite girder bridge is widely used in bridge construction. Based on the economical height of girders formulas introduced in this paper, the structure parameters, including the height, stiffness of girders, the minimum compressive flange area, the ratio of steel consumption to span and the stress of the concrete slab are analyzed to obtain the reasonable section structures for this type of bridge. This is under the typical bridge width and the proper main girders arrangement in the state of stress control. The design suggestion of the cor-responding structural parameters is given to guide the practical engineering.
- Copyright
- © 2016, 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 - J.W. Zhu AU - H. Liu AU - X L Zhai PY - 2016/10 DA - 2016/10 TI - Investigation of reasonable sections for simply supported steel plate-concrete composite girder bridge BT - Proceedings of the 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016) PB - Atlantis Press SP - 740 EP - 746 SN - 2352-5401 UR - https://doi.org/10.2991/iccahe-16.2016.118 DO - 10.2991/iccahe-16.2016.118 ID - Zhu2016/10 ER -