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江坪河高面板堆石坝三维非线性结构有限元分析
引用本文:朱岳明,贺金仁,章恒全,欧红光.江坪河高面板堆石坝三维非线性结构有限元分析[J].水力发电,2003,29(1):28-32.
作者姓名:朱岳明  贺金仁  章恒全  欧红光
作者单位:1. 河海大学,江苏,南京,210098
2. 中南勘测设计研究院,湖南,长沙,410014
摘    要:采用三维非线性有限单元法对江坪河面板堆石坝施工填筑期和水库蓄水运行期的应力变形进行模拟计算,研究引用不同的堆石料参数(水布垭面板坝和天生桥一级电站面板坝材料参数)和不同的接触单元模型,分析不同时期产生的坝体应力和变形,且对江坪河面板坝与水布垭和天生桥面板的应力变形特性做了对比分析,为该坝的进一步优化设计提供了有益的建议。

关 键 词:三维非线性  有限元分析  模拟计算  单元模型  面板堆石坝  江坪河水电站
文章编号:0559-9342(2003)01-0028-05
修稿时间:2002年8月26日

3D nonlinear finite element analysis of Jiangpinghe Concrete Face Rockfill Dam
ZHU Yue ming ,HE Jin ren ,ZHANG Heng quan ,OU Hong guang.3D nonlinear finite element analysis of Jiangpinghe Concrete Face Rockfill Dam[J].Water Power,2003,29(1):28-32.
Authors:ZHU Yue ming  HE Jin ren  ZHANG Heng quan  OU Hong guang
Institution:ZHU Yue ming 1,HE Jin ren 1,ZHANG Heng quan 1,OU Hong guang 2
Abstract:In this paper, a three dimensional nonlinear finite element analysis is adopted to calculate and simulate the stresses and deformations of the Jiangpinghe Concrete Face Rockfill Dam from its construction to operation period. In the study, the different parameters of rock filled materials (the materials used for the dams of the Shuibuya and Tianshengqiao First cascade rockfill dam) and different interface element models have been adopted. The stresses and deformations of dam body in different stages have been analyzed. The respective results are compared and analyzed among the Jiangpinghe, Shuibuya and Tianshengqiao concrete face rockfill dam. Finally, the authors give some useful suggestions to the further more reasonable design work.
Keywords:non  linear finite element analysis  simulative computation  elemental model  concrete face rockfill dam  Jiangpinghe Hydropower Station  
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