Detailed Analysis of Arch Foot of a Trough Girder and Arch Composite Bridge with FEA
Authors
Xun WU, Zhong-Min TAO, Jie LI
Corresponding Author
Xun WU
Available Online December 2014.
- DOI
- 10.2991/icmce-14.2014.173How to use a DOI?
- Keywords
- Arch Foot, Finite Element, Stress Concentration
- Abstract
Tied-arch bridges have being widely used in railway for their beautiful shape and rigidity. Current analysis software Midas civil is applied in the overall analysis of many bridges, including the bridge in the article. However, there is huge amount of concrete in the arch foot of the arch bridge, which means that this part cannot be accurately calculated with the model of skeletal structures. Based on the principal of finite element method, Midas FEA plays an important role in the detailed analysis of complicated structure. As a result, it is applied in the local stress analysis of this arch foot.
- Copyright
- © 2014, 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 - Xun WU AU - Zhong-Min TAO AU - Jie LI PY - 2014/12 DA - 2014/12 TI - Detailed Analysis of Arch Foot of a Trough Girder and Arch Composite Bridge with FEA BT - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering PB - Atlantis Press SP - 961 EP - 964 SN - 2352-5401 UR - https://doi.org/10.2991/icmce-14.2014.173 DO - 10.2991/icmce-14.2014.173 ID - WU2014/12 ER -