2019
DOI: 10.1016/j.camwa.2018.11.013
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Saddle point least squares preconditioning of mixed methods

Abstract: We present a simple way to discretize and precondition mixed variational formulations. Our theory connects with, and takes advantage of, the classical theory of symmetric saddle point problems and the theory of preconditioning symmetric positive definite operators. Efficient iterative processes for solving the discrete mixed formulations are proposed and choices for discrete spaces that are always compatible are provided. For the proposed discrete spaces and solvers, a basis is needed only for the test spaces … Show more

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Cited by 8 publications
(11 citation statements)
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“…Preconditioning the SPLS discretization. We summarize a general preconditioning framework to approximate the solution of (3.1) that is presented in [5,7]. We plan to combine this framework with the new concept of optimal test norm.…”
Section: 5mentioning
confidence: 99%
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“…Preconditioning the SPLS discretization. We summarize a general preconditioning framework to approximate the solution of (3.1) that is presented in [5,7]. We plan to combine this framework with the new concept of optimal test norm.…”
Section: 5mentioning
confidence: 99%
“…According to [7], the UPCG iterations p j converge to the solution p h of (3.14), and the rate of convergence for p j − p h Sh depends on the condition number of Sh that satisfies (3.15) κ( Sh ) ≤ κ(S h ) • κ(P h A h ).…”
Section: 5mentioning
confidence: 99%
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“…Due to the iterative process we choose to solve the discrete SPLS formulation, assembly of the stiffness matrices for the trial spaces is avoided. The SPLS method can be also be combined with multilevel preconditioning techniques in order to address particular challenges of the PDE to be solved due to discontinuous coefficients or multidimensional domains [6]. In contrast with the SPLS work presented in [10,11], where both the test and trial spaces were chosen to be conforming finite element spaces, this paper considers trial spaces which are non-conforming finite element spaces.…”
Section: Introductionmentioning
confidence: 99%