Simulation Analysis of Feisha Reinforced Concrete U-shaped Section Aqueduct

DOI

10.2991/meic-14.2014.265How to use a DOI?

Keywords

Reinforced concrete aqueduct; Finite element method; Simulation analysis; Stress distribution; Calculation model.

Abstract

Feisha aqueduct is located at west main canal of irrigation district in the Xinjin county, Liaoning province, the aqueduct is reinforced concrete rib arch aqueduct, arch centering is variable cross-section reinforced concrete double rib structure, arch axis is parabola, clear span is 33 m, rise-span ratio is 1/3. Aqueduct is a important conveyance structure, this paper uses three dimensional finite element method to simulate and analyse Feisha reinforced concrete U-shaped section aqueduct, and researchs stress and deformation distribution of aqueduct during construction and operation period. Research results show that Feisha reinforced concrete U-shaped section aqueduct structure is reasonable, stressing definite, can satisfy engineering requirement. Feisha aqueduct adopts reinforced concrete rib arch scheme is reasonable. Aqueduct structure is stressing definite, simple, convenient for construction. Vertical displacement of aqueduct structure is small, can meet stiffness requirement.

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  - Dongyu Ji
AU  - Zhichao Yang
PY  - 2014/11
DA  - 2014/11
TI  - Simulation Analysis of Feisha Reinforced Concrete U-shaped Section Aqueduct
BT  - Proceedings of the 2014 International Conference on Mechatronics, Electronic, Industrial and Control Engineering
PB  - Atlantis Press
SP  - 1185
EP  - 1188
SN  - 2352-5401
UR  - https://doi.org/10.2991/meic-14.2014.265
DO  - 10.2991/meic-14.2014.265
ID  - Ji2014/11
ER  -