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白莲崖水电站碾压混凝土拱坝结构受力分析

Force Analysis of the Roller Compacted Concrete Arch Dam in Bailianya Hydropower Station
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摘要 采用有限单元法对白莲崖水电站碾压混凝土拱坝进行了仿真分析,并把计算结果与拱梁分载法、试载法的计算结果进行比较,指出用有限元法分析拱坝的优势和不足,为有限元法在拱坝设计中的应用提供了一定的参考依据。 Using finite element method, this paper has carried out simulation analysis on roller compacted concrete arch dam in Bailianya Hydropower Station. Respectively the result is compared with that of multi-arch beam method and trial load method, and the advantage and deficiency of using finite element method to analyse arch dam is pointed out. That has provided certain reference for application of finite element method in the arch dam design.
出处 《科技信息》 2009年第29期I0340-I0341,共2页 Science & Technology Information
关键词 混凝土拱坝 有限单元法 拱梁分载法 等效应力 Conerete arch dam Finite element method Trial load method Equivalent stress
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  • 1黄劲松,潘燕芳,闫慧玉.大朝山碾压混凝土重力坝静、动力有限元计算分析[J].武汉大学学报(工学版),2003,36(6):22-26. 被引量:8
  • 2朱伯芳.论特高混凝土拱坝的抗压安全系数[J].水力发电,2005,31(2):25-28. 被引量:11
  • 3Richart F E, et al. A study of the failure of concrete under combined compressive stresses[ R]. Univ Ⅰ Ⅱ. Eng Exp St Bull. 185,1928.
  • 4Kupfer H, Gerstle K H. Behavior of concrete under biaxial stresses[J]. J Eng Mech Div. ASCE,1973, EM4.
  • 5陈兴华.脆性材料结构模型试验[M].北京:水利电力出版社,1983..
  • 6黄文熙.水工建设中的结构力学与岩石力学问题[M].北京:水利电力出版社,1982..
  • 7Hollingworth F, Druyts F H, Rollcrete W M.Some Applications to Dams in South Africa. Water Power and Dam Construction, 1986,(1).
  • 8Hollingworth F, Hooper D J,Gerinqer J J. Roller Compacted Arched Dams. International Water Power and Dam Construction,1989,(11).
  • 9Holderbaum R E, Roarabaugh D P. Trends and innovation in RCC dam design and construction. International Journal on Hydropower and Dams 2001, (3).
  • 10朱伯芳.有限单元法原理和应用[M].北京:中国水利水电出版社,1998..

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