摘要
本文在物理覆盖上首次应用完备的一阶近似函数,给出了数值流形方法的具体实现过程,同时对悬臂梁进行了分析,并将数值解与理论解进行了比较,结果表明物理覆盖上的一阶近似函数非常有效。
The complete first order approximation function on physical cover is used in this pa-per. A cantilever beam is analyzed by the adoption of the function, and the numerical results arecompared with theory solution. It showed that the treatment in this paper is very effective.
出处
《土工基础》
1998年第2期45-48,共4页
Soil Engineering and Foundation
关键词
流形方法
一阶近似函数
数值分析
岩石力学
覆盖
Manifold method, complete first order approximation, numerical analysis