摘要
采用有限单元法对白莲崖水电站碾压混凝土拱坝进行了仿真分析,并把计算结果与拱梁分载法、试载法的计算结果进行比较,指出用有限元法分析拱坝的优势和不足,为有限元法在拱坝设计中的应用提供了一定的参考依据。
With finite element method, the simulation analysis has carried out for RCC arch dam of Bailianya Hydropower Station. The calculating results are compared with those of multi - arch beam method and trial load method, pointing out advantages and disadvantages by using the finite element method to analyze the arch dam. That has provided certain reference for the finite element method applied in the design of arch dam.
出处
《西北水电》
2007年第3期48-50,共3页
Northwest Hydropower
关键词
混凝土拱坝
有限单元法
等效应力
concrete arch dam
finite element method
equivalent stress