摘要
对于结构与介质耦合分析及非关联的弹塑性分析,常导致非对称的结构正则方程。直接求解非对称的结构正则方程,由于内存有限,会限制一些超大型结构的求解。本文针对非对称结构正则方程,详述了分块求解的策略,并在JIGFEX程序系统中成功实现。
For the coupling analysis of structure media and non correlated elastic plastic stress strain relation, non symmetrical structural canonical matrix is often obtained. Traditionally, this matrix is changed to symmetrical matrix by the symmetrization method and error is caused inevitably. With the development of computer technique, direct solution for non symmetrical structural canonical equations is adopted. Because of the limit of computer memory, many complicated and big structural can not be solved. This paper presents a subpart solution tactics for non symmetrical structural canonical equations. Its programming is realized in JIGFEX programming system. The solving capability and applying scope of this system are enhanced greatly.
出处
《计算力学学报》
EI
CAS
CSCD
1997年第2期217-225,共9页
Chinese Journal of Computational Mechanics
关键词
非对称
结构正则方程
分块求解
有限元
non symmetry
structural canonical equations
subpart solving