摘要
应用有限元法对拱坝的不同拱圈线型进行了屈曲分析,获得了基于拱坝稳定的合理拱圈线型,提出了拱坝稳定最优中心角的概念。
This paper carries out bucking analysis for the different arch ring types of the arch dam with the finite element method (FEM), and obtains the rational arch ring type on the basis of arch dam buckling. And bucking optimum central angle is proposed in this article.
出处
《红水河》
2006年第1期50-52,57,共4页
Hongshui River
关键词
拱坝
拱圈线型
屈曲
有限单元法
arch dam
arch ring type
buckling
finite element method (FEM)