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白莲崖水电站单曲拱坝计算方法对比分析
引用本文:李超,田刚,马文亮,张建华,杜培荣.白莲崖水电站单曲拱坝计算方法对比分析[J].西北水电,2007(3):48-50.
作者姓名:李超  田刚  马文亮  张建华  杜培荣
作者单位:华北水利水电学院,郑州,450011
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。

关 键 词:混凝土拱坝  有限单元法  等效应力
文章编号:1006-2610(2007)03-0048-03
收稿时间:2007-03-15
修稿时间:2007年3月15日

Comparative analysis of calculation methods for Bailianya hydropower project with single curvature arch dam
LI Chao,TIAN Gang,MA Wen-liang,ZHANG Jian-hua,DU Pei-rong.Comparative analysis of calculation methods for Bailianya hydropower project with single curvature arch dam[J].Northwest Water Power,2007(3):48-50.
Authors:LI Chao  TIAN Gang  MA Wen-liang  ZHANG Jian-hua  DU Pei-rong
Affiliation:North China University Of Water Conservancy And Electric Power, Zhengzhou . 450011, China
Abstract: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.
Keywords:concrete arch dam  finite element method  equivalent stress
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