Abstract:Elliptic variational inequalities with multiple bodies in two dimensions are considered. It is assumed that an active set method is used to handle the nonlinearity of the inequality constraint, which results in auxiliary linear problems. For solving such linear problems we study two domain decomposition methods called the finite element tearing and interconnecting (FETI-FETI) and hybrid methods in this paper. Bodies are decomposed into several subdomains in both methods. The FETI-FETI method combines the one-l… Show more
“…There is a sizable literature on domain decomposition methods for second order variational inequalities [25,38,5,33,35,36,34,4,27,12,3,26]. (References for related multigrid methods can be found in the survey article [20].)…”
When the obstacle problem of clamped Kirchhoff plates is discretized by a partition of unity method, the resulting discrete variational inequalities can be solved by a primal-dual active set algorithm. In this paper we develop and analyze additive Schwarz preconditioners for the systems that appear in each iteration of the primal-dual active set algorithm. Numerical results that corroborate the theoretical estimates are also presented.
“…There is a sizable literature on domain decomposition methods for second order variational inequalities [25,38,5,33,35,36,34,4,27,12,3,26]. (References for related multigrid methods can be found in the survey article [20].)…”
When the obstacle problem of clamped Kirchhoff plates is discretized by a partition of unity method, the resulting discrete variational inequalities can be solved by a primal-dual active set algorithm. In this paper we develop and analyze additive Schwarz preconditioners for the systems that appear in each iteration of the primal-dual active set algorithm. Numerical results that corroborate the theoretical estimates are also presented.
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“…In designing domain decomposition methods for either (1) or (2), one might assume that the nonlinear problem is reduced to a sequence of linear problems by, for example, the active set strategy 25 . Then domain decomposition can be applied to each linear problem in that sequence 26 . However, we do not adopt such a strategy since it does not affect the convergence rate of outer iterations.…”
Section: Introductionmentioning
confidence: 99%
“…25 Then domain decomposition can be applied to each linear problem in that sequence. 26 However, we do not adopt such a strategy since it does not affect the convergence rate of outer iterations. Instead, we are interested in nonlinear domain decomposition; domain decomposition is applied directly to the nonlinear problem (1).…”
We propose a novel dual‐primal finite element tearing and interconnecting method for nonlinear variational inequalities. The proposed method is based on a particular Fenchel–Rockafellar dual formulation of the target problem, which yields linear local problems despite the nonlinearity of the target problem. Since local problems are linear, each iteration of the proposed method can be done very efficiently compared with usual nonlinear domain decomposition methods. We prove that the proposed method is linearly convergent with the rate 1−r−1/2 while the convergence rate of relevant existing methods is 1−r−1, where r is proportional to the condition number of the dual operator. The spectrum of the dual operator is analyzed for the cases of two representative variational inequalities in structural mechanics: the obstacle problem and the contact problem. Numerical experiments are conducted in order to support our theoretical results.
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