节点文献

三峡水电站“充水保压”钢蜗壳外围混凝土结构三维有限元分析

3-D FEM analysis for surrounding concrete of steel spiral case keeping constant internal pressure

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 秦继章马善定伍鹤皋匡会健

【Author】 QIN Jin zhang 1, MA Shan ding 1, WU He gao 1, KUANG Hui jian 2 (1 Wuhan University of Hydraulic and Electric Engieering, Wuhan\ 430072,China; 2 Construction and Management Bureau of Feilaixia Project, Qingyuan\ 511825,China)

【机构】 武汉大学水利水电学院!湖北武汉430072广东飞来峡电站建设管理局!广东清远511825

【摘要】 本文介绍三峡水电站蜗壳结构三维有限元计算结果 ,结果表明 :三峡水电站钢蜗壳选用充水保压浇筑外围混凝土的埋置方式是合适的 ;采用 78~ 88m保压水头值比较合适 ;蜗壳结构各截面最大拉应力值出现在不同荷载组合情况下 ,在配置钢筋时应引起重视 .

【Abstract】 The calculation result of 3 D FEM analysis for spiral case structure of the Three Gorges Project, under the condition of keeping constant internal pressure, is presented. It is shown that the adoption of keeping constant internal pressure during placement of concrete encasement of steel spiral case is feasible. The suitable internal pressure is ranging from 78 88m. Since the maximum stress in various sections is dependent of the combination of different loads, the reinforcement of the surrounding concrete must be carefully considered in design.

  • 【文献出处】 水利学报 ,Journal of Hydraulic Engineering , 编辑部邮箱 ,2001年06期
  • 【分类号】TV331
  • 【被引频次】58
  • 【下载频次】248
节点文献中: 

本文链接的文献网络图示:

本文的引文网络