葛洲坝水利枢纽二号船闸叠梁门有限元分析  

Finite Element Analysis of Stoplog of Navigation Lock No.2 for Gezhouba Hydraulic Project

作　　者：付建科[1] 雷小平[1] 范万里[2] 

机构地区：[1]三峡大学机械与材料学院,湖北宜昌443002 [2]安徽省水利水电勘测设计院,合肥230001

出　　处：《三峡大学学报（自然科学版）》2009年第3期22-24,共3页Journal of China Three Gorges University：Natural Sciences

基　　金：湖北省教育厅自然科学研究计划重点项目"水轮机重大焊接部件振动时效工艺参数研究"(2004D002)

摘　　要：针对葛洲坝水利枢纽二号船闸新设计的叠梁门,按照《水利水电工程钢闸门设计规范》,采用大型有限元软件ANSYS进行了三维线弹性有限元分析,从强度和刚度方面进行了评价,为该新叠梁门的设计提供了重要的参考依据.Three-dimensional linear elastic analysis of the new stoplog of navigation lock No. 2 for Gezhouba Hydraulic Project was made with ANSYS software according to the water conservancy and hydropower project design specifications of steel gate. The rationality of design is evaluated from its intensity and stiffness; and the results provide important reference to the reformed design of the stoplogs.

关 键 词：葛洲坝水利枢纽 叠梁门 有限元法 

分 类 号：TU31[建筑科学—结构工程]