Calculation Analysis on the Prestressed Pier

Ke Dong Tang; Liu Ying Sun; Xue Mang Guo; Kang Zhu Wang

doi:10.4028/www.scientific.net/AMM.438-439.1437

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Calculation Analysis on the Prestressed Pier
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Calculation Analysis on the Prestressed Pier

Calculation Analysis on the Prestressed Pier

Abstract:

In this paper, large-scale finite element structure analysis software ANSYS is used for calculation and analysis of spillway prestressed pier, the rationality of shape design of the spillway side pier structure is demonstrated, the layout scheme and persistent tonnage of the prestressed anchor cable is optimized. The results can provide reference for design of similar structures.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1437-1440

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1437

Citation:

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Online since:

October 2013

Authors:

Ke Dong Tang, Liu Ying Sun, Xue Mang Guo, Kang Zhu Wang

Keywords:

Anchor Block, Anchor Rope, Persistent Tonnage, Prestressed Pier, Spillway

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References

[1] K. Tang, X. Guo, S. Zhao, 3D finite element analysis on Bagong hydropower station spillway prestressed pier, North China University of Water Resources and Electric Power, Zhengzhou, (2004).

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[2] DL/T5057-1996, Design Specification for Hydraulic Concrete Structure, China Electric Power Press, Beijing, (1997).

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[3] SL253-2000, Design Specification for Spillway, China Water Power Press, Beijing, (2000).

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