山口水电站溢流坝段有限元分析  

Finite element analysis for overflow dam segment of Shankou Hydropower Project

作　　者：崔忠[1] 

机构地区：[1]新疆水利水电勘测设计研究院,乌鲁木齐830000

出　　处：《广西水利水电》2016年第5期39-42,共4页Guangxi Water Resources & Hydropower Engineering

摘　　要：采用有限元分析软件ANSYS对山口水电站溢流坝段溢流坝坝体和坝基面、上游坝坡折坡点处截面以及892.5 m高程处的施工期长间歇面3个截面的位移和应力进行了计算分析,结果:位移和应力均满足设计规范要求,大坝安全稳定。With the software of ANSYS, finite element calculation and analysis of displacement and stress were conducted for the dam body and three sections of the overflow dam segment of Shankou Hydropower Project. Three sections include the dam foundation plane, the section of upstream dam slope at gradient change EL.892.5m and designed for long period of construction interval.

关 键 词：溢流坝段 位移 应力 分析 

分 类 号：TV652.1[水利工程—水利水电工程]