Joint Bearing Analysis for the Preloading Water-filled Spiral Case of Lager Hydropower Station
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    Abstract:

    Spiral case is the core structure of powerhouse,therefore,it is critical to obtain its accurate stress and strain.Simplified algorithm is adopted to analyze the mechanical characteristics of preloading water-filled spiral case of a large hydropower project.The numerical results show that the adoption of preloading water-filled spiral case structure is feasible.The maximum stress of surrounding concrete mainly lies in the top of spiral case structure at various sections.The suitable internal pressure is 1.9MPa.The stress of surrounding concrete of spiral case is mainly caused by water pressure,and the effect of upper loading is limited,which is only about 5% to 24%.

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郭涛,张立翔,姚激.大型水电站充水保压蜗壳结构联合承载分析[J].土木与环境工程学报(中英文),2011,33(4):80~84

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  • Received:December 08,2010
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