黄坛口水电站新弧形闸门静力试验及三维有限元分析  

Static tests and 3-D FEM analysis for new radial gate in Huangtankou hydropower station

作　　者：吕念东[1] 刘礼华[1] 李翠华[1] 

机构地区：[1]武汉大学土木建筑工程学院,武汉430072

出　　处：《大坝与安全》2004年第3期75-77,80,共4页Dam & Safety

摘　　要：通过对浙江黄坛口水电站新弧形闸门的静力试验及三维有限元计算,并将试验值与计算值对比,说明新弧门安全储备较大、结构合理、计算模型客观可靠。并对计算和测试的方法、内容及成果分析,做了详尽描述,可供参考。Through the static tests and 3-D FEM analysis for new radial gate in Huangtankou Hydropower Station, and by means of comparing rerults between the tests and the computing ,it reveals that the new radial gate has more safety capacity than the old one after comparing, its configuration is in reason?its computing former is impersonal. The method?test contents and achievements of computing and test are also presented in detail for reference.

关 键 词：黄坛口水电站 静力试验 有限元分析 弧形闸门 

分 类 号：TV663[水利工程—水利水电工程]