Domain decomposition methods for 3D crack propagation problems using XFEM

被引:23
作者
Bakalakos, Serafeim [1 ]
Georgioudakis, Manolis [1 ]
Papadrakakis, Manolis [1 ]
机构
[1] Natl Tech Univ Athens, Inst Struct Anal & Antiseism Res, Sch Civil Engn, Zografou Campus, GR-15780 Athens, Greece
基金
欧盟地平线“2020”; 欧洲研究理事会;
关键词
Crack propagation; Domain decomposition; FETI-DP; XFEM; FINITE-ELEMENT-METHOD; X-FEM; GROWTH; OPTIMIZATION; ALGORITHM;
D O I
10.1016/j.cma.2022.115390
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The extended finite element method (XFEM) has been successfully implemented in solving crack propagation problems by enriching the polynomial basis functions of standard finite elements with specialized non-smooth functions. The resulting approximation space can be used to solve problems with moving discontinuities, such as cracks, without the need of remeshing in the vicinity of the crack. The enrichment of the displacement field in XFEM inflicts a substantial increase in the ellipticity of the discretized problem. As a consequence, the resulting algebraic systems become strongly ill-conditioned, rendering the convergence of iterative solvers very slow. On the other hand, direct solvers may become inefficient in 3D problems, due to the increased bandwidth of the system matrix. In this paper, two of the most efficient domain decomposition solvers, namely the FETI-DP and P-FETI-DP, are proposed for solving the linear systems resulting from XFEM crack propagation analysis in large-scale 3D problems. Both solvers are amenable to parallelization and can be implemented in modern parallel computing environments, with multicore processors and distributed memory systems, following appropriate modifications, to achieve a drastic reduction of memory and computing time in computationally intensive problems.(c) 2022 Elsevier B.V. All rights reserved.
引用
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页数:26
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