鱼塘水电站溢洪道闸室三维有限元计算分析研究  

Study on 3D-Finite Calculation and Analysis of Spillway Sluice of Yutang Power Station

作　　者：臧海燕[1] 

机构地区：[1]三峡大学土木水电学院

出　　处：《灾害与防治工程》2005年第1期32-36,共5页Disaster and Control Engineering

摘　　要：利用三维有限元程序,对鱼塘水电站溢洪道闸室进行稳定性分析、应力及应变的分析。根据闸室不同的运行工况,计算并分析各个部位的应力和应变以及它们的变化趋势;并运用计算数据进行基岩整体稳定性的评价,从而为整个结构的稳定性状况和受力状况分析提供了依据。According to ANSYS program, some analyses are made about stress, strain and stability of sluice in Yutang power station, and a lot of data have been gained after the calculation of stress and strain of different parts in different operation conditions. Then an evaluation is made on stability of whole mass foundation, offering helps for the further analysis of the whole structure's stress, strain and stability.

关 键 词：水工结构 闸室 三维有限元(ANSYS) 应力和应变 稳定性 

分 类 号：TV662[水利工程—水利水电工程] TV314