Structure Simulation Analysis of Xin’anpu Trench-buried Inverted Siphon

DOI

10.2991/meic-15.2015.321How to use a DOI?

Keywords

Inverted siphon pipe; Finite element method; Simulation analysis; Circumferential stress; Radial deformation.

Abstract

The inverted siphon straw is pressure water pipeline which convey cannel water through valley, river, road, depression, or other channels, and it is a kind of channel cross building, is one of the most important buildings in irrigation engineering. In order to the stress and deformation distribution of the inverted siphon structure have a clear understanding, studies the stress characteristics of inverted siphon structure. This paper uses the general finite element calculation software of Xin'an Pu ditch burying of inverted siphon structure do the analysis by three dimensional finite element simulation, studied the stress an deformation distribution in the construction and operation cases of inverted siphon structure, provides a useful reference for the design and construction of reinforced concrete trench buried type of inverted siphon structure. The analysis results show that, Xin'an Pu inverted siphon project using reinforced concrete trench buried structure is safe, economic, inverted siphon Straw in the construction and operation process the stress and deformation are small, and can satisfy the engineering requirements.

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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TY  - CONF
AU  - Dongyu Ji
AU  - Hao Yang
PY  - 2015/04
DA  - 2015/04
TI  - Structure Simulation Analysis of Xin’anpu Trench-buried Inverted Siphon
BT  - Proceedings of the 2015 International Conference on Mechatronics, Electronic, Industrial and Control Engineering
PB  - Atlantis Press
SP  - 1400
EP  - 1403
SN  - 2352-5401
UR  - https://doi.org/10.2991/meic-15.2015.321
DO  - 10.2991/meic-15.2015.321
ID  - Ji2015/04
ER  -