Influence of Thickness of Cushion Layer on Spiral Case Stress

Shan Shan Lu; Xiao Qing Liu; Lan Hao Zhao; Peng Sun

doi:10.4028/www.scientific.net/AMR.243-249.4655

Paper Titles

Rheological Fracture Analysis of Arch Dam Hell
p.4638

The Differential Evolution and its Application in Short-Term Scheduling of Hydro Unit
p.4642

Durability Study and Service-Life Prediction of Hydro Structures Concrete Members
p.4647

Seismic Response of Submerged Floating Tunnel Based on Numerical Analysis
p.4651

Influence of Thickness of Cushion Layer on Spiral Case Stress
p.4655

Study on Non-Depositing Critical Velocity of Water Delivery in Pipeline System under Different Conditions of Sediment-Laden Water Source
p.4660

Clogging Mechanism of Muddy Water Delivery Pipe and Technology of Anti-Clogging
p.4665

A Study on PHC Pipe Pile Spur Dikes Three-Dimensional Finite Element Numerical Modeling in the Lower of Yellow River
p.4670

Slope Instability Assessment Based on 3D Slope Model and Numerical Simulation Analysis
p.4675

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Influence of Thickness of Cushion Layer on Spiral...

Influence of Thickness of Cushion Layer on Spiral Case Stress

Abstract:

Spiral case with cushion layer is commonly given a significant consideration on hydroelectric power station design for vital practical reasons. In this paper, combined with an engineering project, non-linear constitutive equation suited to concrete material was selected according to the finite element theory. On the condition of structure weight and pressure of internal water, the combinations composed of jointly loaded spiral case structure including steel lining, different thickness of cushion layer and reinforce concrete structure around spiral case are calculated and analyzed. The relation between stress (concrete stress & spiral case stress) and thickness of cushion layer is proposed, which in turn provides design basis for the project.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4655-4659

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.4655

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Online since:

May 2011

Authors:

Shan Shan Lu, Xiao Qing Liu, Lan Hao Zhao, Peng Sun

Keywords:

Concrete Stress, Cushion Layer, Nonlinear, Spiral Case, Spiral Case Stress

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