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张河湾水电站上水库沥青混凝土面板坝应力变形分析

Stress and deformation FEM analysis of Zhanghewan asphalt CFRD

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【作者】 宋文晶高莲士吕明治李振作

【Author】 SONG Wenjing~1,GAO Lianshi~1,LV Mingzhi~2,LI Zhenzuo(1.State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084;2.Beijing Design & Research Institute of Hydroelectric Projects,State Power Corporation of China 100024;3.Northwest Institute of Hydropower Investigatirn,Design and Research,CHECC,Xi-an 710065)

【机构】 清华大学水沙科学与水利水电工程国家重点实验室国家电力公司北京勘测设计研究院中国水电工程顾问集团西北勘测设计研究院 北京100084北京100084北京100024西安710065

【摘要】 张河湾抽水蓄能电站上水库为沥青混凝土面板堆石坝,本文采用邓肯E-B模型模拟堆石坝体,采用考虑流变的粘弹性模型模拟沥青混凝土面板,并考虑温度对模量的影响,进行有限元变形及应力计算分析。结果表明,由于坝高很小,而且库水压力通过坝轴线上游堆石传递至基岩,堆石体的变形较小。面板在转折部位出现拉应变,但仍在安全范围内,与瞬时变形相比,与时间相关的流变很小,可以忽略。

【Abstract】 The upper dam of Zhanghewan pumped storage power station is a bitumen concrete faced rockfill dam.Duncan E-B model is applied in this paper to simulate the rockfill embankment and the viscoelastic model is applied to simulate asphalt concrete slabs.The FEM analysis shows that the deformation of rockfill is small because the dam height is in low level and the water presure is transferred from upstream embankment to bedrock directly.Tensile strain in slab is liable to occur at the corner but still in safe range.The creep strain related to time is too little to be considered by comparison with the instant strain.

  • 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2007年04期
  • 【分类号】TV641.4
  • 【被引频次】7
  • 【下载频次】326
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