水资源与水工程学报2011，Vol.22Issue(1)：118-121,4.
基于ANSYS的滚水坝稳定与应力分析
Stability and stress analysis on overflow gravity dam based on ANSYS
刘亚丽 1辛全才1
作者信息
- 1. 西北农林科技大学,水利与建筑工程学院,陕西,杨凌,712100
- 折叠
摘要
Abstract
Taking the Wan Niu hydraulic engineering as a case, the paper calculated the stability against sliding along the gravity overflow dam foundation surface used the rigid equilibrium limit method and finite element method respectively. Then the paper discussed the comparative analysis between the former two methods and their merits and demerits. Meanwhile, it gave a brief analysis of the dam base stress and proposed problems to be investigated and solved.关键词
溢流重力坝/抗滑稳定分析/应力分析/刚体极限平衡法/有限元法分类
建筑与水利引用本文复制引用
刘亚丽,辛全才..基于ANSYS的滚水坝稳定与应力分析[J].水资源与水工程学报,2011,22(1):118-121,4.
