基于ANSYS对丰满水电站溢流坝边墩静力研究分析  

Static analysis of spillway piers of Fengman hydropower station based on ANSYS

作　　者：尹洪强 苏奕康 张鹏 YIN Hong-qiang;SU Yi-kang;ZHANG Peng

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021

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

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.

关 键 词：三维有限元 锚索布置 溢流坝边墩 丰满电站 

分 类 号：TV652.11[水利工程—水利水电工程]