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3B坝段坝身孔洞洞周应力应变分析

Analysis on stress and strain around holes or caverns in 3B dam block

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【作者】 刘会娟张建海陆民安任齐贵

【Author】 LIU Hui-juan~1, ZHANG Jian-hai~1, LU Min-an~2, REN Qi-gui~3(1. Water conservancy and hydropower college, Sichuan university, Chengdu 610065, China; 2. Guangxi water and power design institute, Nanning 530023, China; 3. Hunan water and power design institute, Changsha 410010, China)

【机构】 四川大学水电学院广西水利电力勘测设计研究院湖南省水利水电勘测设计研究院 四川成都610065四川成都610065广西南宁530023湖南长沙410010

【摘要】 百色水利枢纽 3B坝段孔洞密集 ,且在空间位置上相互交错。为此 ,采用三维有限元数学模型对 3B坝段坝身孔、洞进行应力应变分析 ,定量分析了各工况下坝体孔、洞周边的应力应变量值及分布特征 ,评价了坝体应力的安全性 ,为孔、洞周边配筋提供了设计依据

【Abstract】 B dam block of Baise main dam is designed with dense and space intersecting caverns. The stress and strain around the holes or caverns in the 3B dam block is analyzed with a three-dimensional finite element mathematical model. The stress-strain values and distribution features under various operating conditions is quantificationally analyzed, and the safety of dam body in respect of stress is also assessed, which provide the basis for the design of reinforcement around holes or caverns.

  • 【文献出处】 广西水利水电 ,Gx Water Resources & Hydropower Engineering , 编辑部邮箱 ,2004年S1期
  • 【分类号】TV315
  • 【被引频次】5
  • 【下载频次】66
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