Finite Element Analysis of Wire Net Concrete Beam-Supported Aqueduct

Abstract:

Aqueduct is a common water conveyance buildings, this paper adopts finite element method to carry out three-dimensional finite element simulation analysis for Shengli wire net concrete beam-supported aqueduct. Researching variation law of the aqueducts stress and displacement in construction process and operating process, the research results offer some reference for design and construction of reinforced concrete U-shaped beam-supported aqueduct. The analysis results show Shengli reinforced concrete aqueduct structure is economic and reasonable, structure is safe and reliable.

• Periodical: Applied Mechanics and Materials (Volumes 488-489)
• Pages: 573-576
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.488-489.573
• Online since: January 2014
• Authors: Ke Ding Liu*
• Keywords: Beam-Supported Aqueduct, Finite Element Method (FEM), Stress Distribution, Wire Net Concrete

References

[1] SL191-2008: Design Code for Hydraulic Concrete Structures(China Water Conservancy and Hydropower Press, China 2008)(in Chinese).

[2] G.X. Li: Advanced Soil Mechanics(Tsinghua University Press, China 2005)(in Chinese).

[3] X. CH. Wang: Finite Element Method(Tsinghua University Press, China 2003)(in Chinese).

[4] B.F. Zhu: Finite Element Method Principle and Application(China Water Conservancy and Hydropower Press, China 1998)(in Chinese).

[5] H. ZH. Zhu, D.L. Chen, F.N. Guan: Aqueduct(China Water Conservancy and Hydropower Press, China 2005)(in Chinese).