摘要
本文给出了平面及三维可变结点 Q_(MM6)单元的统一列式和收敛证明。这样用同一单元函数编制的程序就可实现平面4至8或空间8至20之间不同结点变化的 Q_(MM6)单元计算。这为大型结构有限元分析程序设计带来很大方便。
In this paper a unified formula of variable—node element Q_(mm6) is gived and its convergence is proved.Thus the variable—node element Q_(mm6) of plane 4 to 8 or space 8 to 20 nodes can be calculated with a program using a same element function.This brings much convenient for designing a large finite element analysis program.
出处
《山东建筑大学学报》
1991年第4期1-7,共7页
Journal of Shandong Jianzhu University
