Nonlinear Structural Subsystem of GeoFEM for Fault Zone Analysis
Nonlinear Structural Subsystem of GeoFEM for Fault Zone Analysis
复制标题
用于断层带分析的 GeoFEM 非线性结构子系统
DOI：
10.1007/978-3-0348-7695-7_16
复制
发表时间：
2000
影响因子：
2
通讯作者：
G. Yagawa
中科院分区：
文献类型：
--
作者：
M. Iizuka;H. Okuda;G. Yagawa
GeoFEM (Iizukaet al., 1999) is a parallel finite element analysis system intended for multi-physics, multi-scale problems of solid earth field phenomena. Very large linear elastic problems have already been resolved by parallel computation with GeoFEM. The next stage is to examine large-scale nonlinear problems using GeoFEM. The analysis of large-scale contact problems for fault zones is particularly important in the development of models that simulate the occurrence and cycle of earthquakes.This paper proposes a parallel FEM using an iterative solver with the augmented Lagrange method for solving large-scale contact problems. Direct solvers are presently applied to contact problem analysis because the matrix for such problems is ill-conditioned. However, direct solvers are not suitable for laege-scale matrices. The augmented Lagrange method can improve the matrix conditions. The present study evaluates a parallel FEM using an iterative solver with the augmented Lahrange method. Analysis of a contact problem with the augmented Lagrange method revealed that an optimal penalty parameter exists and that large-scale parallel contact analysis using the iterative solver with localized preconditioning is promising.
