| 白莲崖水电站碾压混凝土拱坝结构受力分析 |
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| 引用本文： | 靳丽辉,姬栋字.白莲崖水电站碾压混凝土拱坝结构受力分析[J].科技信息,2009(29):I0340-I0341. |
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| 作者姓名： | 靳丽辉 姬栋字 |
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| 作者单位： | [1]华北水利水电学院,河南郑州450011 [2]湖南城建职业技术学院土木工程系,湖南湘潭411101 |
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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。
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| 关 键 词： | 混凝土拱坝 有限单元法 拱梁分载法 等效应力 |
Force Analysis of the Roller Compacted Concrete Arch Dam in BaUianya Hydropower Station |
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| Institution: | JIN Li-hui JI Dong-yu (1.North China University Of Water Conservancy And Electric Power, Zhengzhou Henan ,450011,China; 2.Department of Civil Engineering, Hunan Urban Construction College, Xiangtan Hunan, 411101, China) |
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| Abstract: | 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. |
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| Keywords: | Conerete arch dam Finite element method Trial load method Equivalent stress |
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