Simulation Analysis for Reinforced Concrete Aqueduct of Lijia Pumping Station

Abstract:

Reinforced concrete masonry arch aqueduct is a common water diversion engineering structure. Aqueduct is decorated on the concrete cushion layer, cushion layer effects on masonry arch, the structures stress is uniform, carrying capacity is strong. This paper adopts finite element method to carry out force analysis for reinforced concrete masonry arch aqueduct of Lijia pumping station, considering aqueduct weight, water pressure and earthquake effect, etc. Researching stress and deformation distribution law of reinforced concrete masonry arch aqueduct.

• Periodical: Applied Mechanics and Materials (Volumes 488-489)
• Pages: 605-608
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.488-489.605
• Online since: January 2014
• Authors: Xiang Zan Xie*
• Keywords: Finite Element Method (FEM), Masonry Arch Aqueduct, Reinforced Concrete, Simulation Analysis

References

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