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Mechanical States Studies on Half-span Swinging Arch Bridge of Open Thin-walled Section in the Construction Stage
Authors
Jinghua Fu, Sheng Li, Zhi Li
Corresponding Author
Jinghua Fu
Available Online April 2015.
- DOI
- 10.2991/icmra-15.2015.1How to use a DOI?
- Keywords
- swinging arch bridges; open thin-walled; static analysis; finite element method; stability safe factor
- Abstract
Basing on an actual swinging arch bridge, some mechanical properties in the construction stage that the half-span swinging structure breaking away the brackets are analyzed by the finite element software ANSYS, such as the structural curve mode, bracing cable force, key section stress and the global stability. According to the static and buckling analysis, some useful information can be provided for the same type bridges’ structure designs, construction and inspection.
- 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/).
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Cite this article
TY - CONF AU - Jinghua Fu AU - Sheng Li AU - Zhi Li PY - 2015/04 DA - 2015/04 TI - Mechanical States Studies on Half-span Swinging Arch Bridge of Open Thin-walled Section in the Construction Stage BT - Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation PB - Atlantis Press SP - 1 EP - 4 SN - 2352-538X UR - https://doi.org/10.2991/icmra-15.2015.1 DO - 10.2991/icmra-15.2015.1 ID - Fu2015/04 ER -