摘要
应用大型结构计算软件Ansys,对丰满水电站重建工程溢流坝边墩进行三维有限元模拟计算与分析。文中通过对2种不同锚索布置方式的应力计算分析,选取最优锚索布置方案。同时对该方案进行锚固槽位置的应力分布计算,为锚固槽周边配筋提供依据。
Using the large structure calculation software ANSYS,the three dimensional finite element calculation and analysis of the spillway piers of Fengman hydropower station reconstruction project are carried out.In this paper,the optimal layout scheme of anchor cable is selected through stress calculation and analysis of two different layout modes of anchor cable.At the same time,the stress distribution of the anchoring groove position is calculated to provide the basis for the reinforcement around the anchoring groove.
作者
尹洪强
苏奕康
张鹏
YIN Hong-qiang;SU Yi-kang;ZHANG Peng
出处
《东北水利水电》
2021年第3期37-39,72,共4页
Water Resources & Hydropower of Northeast China
关键词
三维有限元
锚索布置
溢流坝边墩
丰满电站
three dimensional finite element
anchor cable layout
spillway piers
Fengman hydropower station
