首页 | 本学科首页   官方微博 | 高级检索  
     

蒲石河抽水蓄能电站钢筋混凝土岔管有限元计算
引用本文:邓柏旺,袁晓宇.蒲石河抽水蓄能电站钢筋混凝土岔管有限元计算[J].东北水利水电,2007,25(3):3-6.
作者姓名:邓柏旺  袁晓宇
作者单位:河海大学水电院,江苏,南京,210098;上海市水利建设工程质量监督中心站,上海,200232
摘    要:结合蒲石河抽水蓄能电站地下引水高压钢筋混凝土岔管实例,利用弹簧简化模型,应用三维有限元非线性计算方法,分析研究了地下钢筋混凝土岔管在充水运行与放空检修工况下,衬砌、钢筋的应力与变形.通过分析计算结果得出衬砌厚度的合理取值,并对衬砌的配筋及最大裂缝宽度进行探讨.

关 键 词:钢筋混凝土  有限元  岔管  蒲石河抽水蓄能电站
文章编号:1002-0624(2007)03-0003-04
修稿时间:2006-11-07

Finite element calculation of reinforced concrete breeches pipe in Pushihe pumped-storage power station
DENG Bai-wing,YUAN Xiao-yu.Finite element calculation of reinforced concrete breeches pipe in Pushihe pumped-storage power station[J].Water Resources & Hydropower of Northeast China,2007,25(3):3-6.
Authors:DENG Bai-wing  YUAN Xiao-yu
Affiliation:DEN Bo-wing YUAN Xiao-yu
Abstract:Taking reinforced concrete breeches under high pressure in Pushihe pumped storage power station as the example the paper analyses the stress and the deformation of lining and reinforcing bar with three-dimensional non-linear finite element method and simplified spring model under the condition of charging and emptying reinforced concrete breeches pipe,obtains the radonal value of lining thickness and discusses the reinforcement of lining and the width of maximumfissure.
Keywords:reinforced concrete  finite element  breeches pipe  Pushihe pumped storage power station
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号