Proceedings of the 2014 International Conference on Mechanics and Civil Engineering

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/).

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Volume Title
Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2014
ISBN
10.2991/icmce-14.2014.173
ISSN
2352-5401
DOI
10.2991/icmce-14.2014.173How to use a DOI?
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  -