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大吨位预应力锚索对拱坝坝肩稳定的作用分析

Analysis of action of high-tonnage prestressed anchorage cables on stability of abutment of arch dam

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【作者】 朱济祥练继建赵琪

【Author】 ZHU Jixiang, LIAN Jijian, ZHAO Qi (School of Civil Engineering,Tianjin University,Tianjin\ 300072)

【机构】 天津大学建筑工程学院天津大学建筑工程学院 天津300072天津300072天津300072

【摘要】 运用ANSYS程序建立了李家峡水电站坝区三维有限元模型 ,计算分析了不同工况尤其是大吨位预应力锚索施加后大坝及坝肩岩体的位移和应力分布特征以及左坝肩的稳定性 ,对电站的安全运行有重要的参考价值

【Abstract】 A 3-D FE model around the arch dam area of Lijiaxia Hydropower Station has been established by use of the program of ANSYS.Distribution characteristics of displacement and stress as well as stability of the left abutment have been calculated under different conditions,especially after the high\|tonnage prestressed anchorage cables were applied.The research results are of high referential value to safe operation of the hydraulic power station.

  • 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2004年02期
  • 【分类号】TV642.4
  • 【被引频次】3
  • 【下载频次】171
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