Finite Element Simulation Analysis for Reinforced Concrete Hyperbolic Arch U-shaped Section Aqueduct

DOI

10.2991/meic-14.2014.274How to use a DOI?

Keywords

U-shaped aqueduct; Beam aqueduct; Simulation analysis; Finite element method; Operation period.

Abstract

One station on Jinggu river aqueduct whose level is three is located in the channels on Jinggu power station in Yunnan Province, the Aqueduct is the reinforced concrete hyperbolic arch aqueduct, for three main arch rib with double wave and uniform section, the arch axis is parabola. The aqueduct structure is thin-walled concrete structure, structural analysis is of great significance to study the safety the structure, through static analysis, can get the change law of stress and displacement of the structure. Using the general finite element calculation software, one station on Jinggu River aqueduct whose level is three carried out three dimensional finite element analysis .Considering the aqueduct in the process of construction and operation has four cases.We obtained the aqueduct stress distribution and displacement.The results show that one station on Jinggu River aqueduct whose level is three is reasonable structure to meet the design requirements which can provide a theoretical basis for the designed of U-shaped reinforced concrete aqueduct .

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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TY  - CONF
AU  - Xiangzan Xie
PY  - 2014/11
DA  - 2014/11
TI  - Finite Element Simulation Analysis for Reinforced Concrete Hyperbolic Arch U-shaped Section Aqueduct
BT  - Proceedings of the 2014 International Conference on Mechatronics, Electronic, Industrial and Control Engineering
PB  - Atlantis Press
SP  - 1220
EP  - 1224
SN  - 2352-5401
UR  - https://doi.org/10.2991/meic-14.2014.274
DO  - 10.2991/meic-14.2014.274
ID  - Xie2014/11
ER  -