3D Nonlinear Analysis of the Preloading Filling Spiral Case of the Jinping-I Hydropower Station

Xiang Lin Xing

doi:10.4028/www.scientific.net/AMM.686.573

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 6863D Nonlinear Analysis of the Preloading Filling...

3D Nonlinear Analysis of the Preloading Filling Spiral Case of the Jinping-I Hydropower Station

Abstract:

In consideration of the contact between the steel spiral casing and the peripheral reinforced concrete, a nonlinear analysis for the combined bearing structure of the JinPing-I preloading filling spiral case has been made with ANSYS. Contrasts of the stress of the reinforcing bars, the biggest width of the crack and the outspread section of the crack has been made with the different parameters of preloading pressure and reinforcement scheme, resulting in a reasonable preloading pressure and reinforcement scheme. This conclusion has been applied to the spiral casing of JinPing-I hydropower station.

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Periodical:

Applied Mechanics and Materials (Volume 686)

Pages:

573-581

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.686.573

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Online since:

October 2014

Authors:

Xiang Lin Xing*

Keywords:

3D Finite Element, Hydraulic Structures, Preloading Filling Spiral Casing, Structure Analysis

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