白山电站发电机层板有限元计算  

Finite element calculation for generator floor of Baishan power station

作　　者：李众望[1] 尹一光[1] 赵现建[1] 孙晓鸽 

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 [2]云南龙江水利枢纽开发有限公司,云南德宏州芒市678400

出　　处：《东北水利水电》2013年第10期7-8,13,共3页Water Resources & Hydropower of Northeast China

摘　　要：结合白山抽水蓄能电站发电机层板设计实例,应用三维有限元非线性计算方法,分析研究了结构在荷载作用下各部位应力应变状况,通过对计算结果的分析对结构进行了合理的调整,同时验证了ANSYS有限元分析软件在水工结构设计中对结构布置、配筋、变形及裂缝开展等均有相当重要的辅助作用。Combining with the design example of the generator floor for the Baishan pumped storage power station, the paper analyzes the stress-strain situation of the various parts of the structure under load by using the three-dimensional finite element nonlinear calculation method. Then the structure is adjusted reasonably through the analysis of the calculation results, sometimes the very important assistant function of ANSYS finite element analysis software is verified. The software is used to the structural arrangement and reinforcement, deformation and cracks determining in the design of the hydraulic structure.

关 键 词：水电站 有限元 应力应变 发电机层 

分 类 号：TV741[水利工程—水利水电工程]