An accelerated staggered scheme for variational phase-field models of brittle fracture

被引:35
|
作者
Storvik, Erlend [1 ]
Both, Jakub Wiktor [1 ]
Sargado, Juan Michael [2 ]
Nordbotten, Jan Martin [1 ]
Radu, Florin Adrian [1 ]
机构
[1] Univ Bergen, Dept Math, Allegaten 44, N-5007 Bergen, Norway
[2] Technol Univ Denmark, Danish Hydrocarbon Res & Technol Ctr, Elektrovej Bygning 375, DK-2800 Lyngby, Denmark
关键词
Variational brittle fracture; Phase-field modeling; Staggered scheme; Anderson acceleration; Relaxation; Nonlinear solver; NUMERICAL IMPLEMENTATION; ANDERSON ACCELERATION; PROPAGATION;
D O I
10.1016/j.cma.2021.113822
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
There is currently an increasing interest in developing efficient solvers for variational phase-field models of brittle fracture. The governing equations for this problem originate from a constrained minimization of a non-convex energy functional, and the most commonly used solver is a staggered solution scheme. This is known to be robust compared to the monolithic Newton method, however, the staggered scheme often requires many iterations to converge when cracks are evolving. The focus of our work is to accelerate the solver through a scheme that sequentially applies Anderson acceleration and over-relaxation, switching back and forth depending on the residual evolution, and thereby ensuring a decreasing tendency. The resulting scheme takes advantage of the complementary strengths of Anderson acceleration and over-relaxation to make a robust and accelerating method for this problem. The new method is applied as a post-processing technique to the increments of the solver. Hence, the implementation merely requires minor modifications to already available software. Moreover, the cost of the acceleration scheme is negligible. The robustness and efficiency of the method are demonstrated through numerical examples. (C) 2021 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
引用
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页数:19
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