广东水利水电Issue(8)：7-10,4.
飞来峡水利枢纽溢流坝应力三维有限元分析
3-D Finite Element Analysis of Stress on Overflow Dam in Feilaixia Water Conservancy Project
阳晃林 1张鹏2
作者信息
- 1. 广东省水利水电勘测设计研究院，广东广州 510635
- 2. 广东省水利水电科学研究院，广东广州 510635
- 折叠
摘要
Abstract
3-D finite element method is adopted to simulate 17# block, which is the highest block of overflow dam in Feilaixia water conservancy project .The tensile stress and compressive stress value of the whole block under five working conditions are calculated out .By comparing the maximum stress value of the simulated stress with the control stress value of the specification , the results show that the stress condition of the overflow dam meets the requirements of the specification .关键词
混凝土重力坝/应力/三维/有限元Key words
concrete gravity dam/stress/three-dimensional/finite element分类
建筑与水利引用本文复制引用
阳晃林,张鹏..飞来峡水利枢纽溢流坝应力三维有限元分析[J].广东水利水电,2015,(8):7-10,4.
