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芭蕉河一级水电站溢洪道闸室三维有限元分析

3D Finite Element Analysis of Spillway Chamber of Cascade I Hydropower Station on Bajiaohe River

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【作者】 张振华罗先启王志俭冯强

【Author】 Zhang Zhenhua Luo Xianqi Wang Zhijian Feng Qiang (College of Civil & Hydropower Engineering,China Three Gorges Univ. ,Yichang 443002,China)

【机构】 三峡大学土木水电学院三峡大学土木水电学院 湖北宜昌 443002湖北宜昌 443002湖北宜昌 443002

【摘要】 在利用三维有限元方法对芭蕉河一级水电站溢洪道闸室的四种方案在不同工况下的应力和变形情况进行分析基础上,确定该四种方案的控制工况,并对各方案在控制工况下闸室各关键部位的应力和位移峰值进行比较,得出峰值应力和位移的变化规律,为该溢洪道闸室的结构设计提供依据.

【Abstract】 Based on stress and displacement analysis of four different schemes of spillway chambers of the cascade I Hydropower Station on the Bajiaohe River in different conditions by 3D finite element method,the control conditions are decided;peak stresses and displacements of key parts of the spillway chamber in the control condition are compared;and the regulations of the variation of peak stresses and displacements are got in order to provide support for structure design of the spillway chamber.

  • 【文献出处】 三峡大学学报(自然科学版) ,Journal of University of Hydraulic and Electric Engineering/yichang , 编辑部邮箱 ,2003年04期
  • 【分类号】TV651.1
  • 【被引频次】5
  • 【下载频次】104
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