2015
DOI: 10.1016/j.cma.2015.03.009
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A primal-dual active set method and predictor-corrector mesh adaptivity for computing fracture propagation using a phase-field approach

Abstract: In this paper, we consider phase-field-based fracture propagation in elastic media. The main purpose is the development of a robust and efficient numerical scheme. To enforce crack irreversibility as a constraint, we use a primal-dual active set strategy, which can be identified as a semi-smooth Newton's method. The active set iteration is merged with the Newton iteration for solving the fully-coupled nonlinear partial differential equation discretized using finite elements, resulting in a single, rapidly conv… Show more

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Cited by 351 publications
(369 citation statements)
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“…Additionally, some of the challenges associated with a non-convex energy functional require careful developments as outlined and addressed in [7,14,15].…”
Section: Introductionmentioning
confidence: 99%
“…Additionally, some of the challenges associated with a non-convex energy functional require careful developments as outlined and addressed in [7,14,15].…”
Section: Introductionmentioning
confidence: 99%
“…< TOL GL − TOL Stag , which is stipulated by (44), (45), and the already prescribed above magnitudes of TOL GL and TOL Stag . Since the quantity η naturally stems from the global/local solution accuracy check E z (z n ; y) = 0, it represents not only the iterative convergence indicator, but also the solution accuracy indicator-a very desired property, since the former is only suitable for tracing the convergence of the corresponding iterative solution process, but, clearly, is not adequate for stopping criterion.…”
Section: Staggered Process For the Local Problemmentioning
confidence: 99%
“…Also, the finite element treatment of the phase-field formulation of brittle fracture is known to be computationally demanding, mainly due to the non-convexity of the energy functional to be minimized with respect to both arguments (the displacement and the phase field) simultaneously [45][46][47]. As a result, the so-called monolithic approach manifests major iterative convergence issues of the Newton-Raphson procedure.…”
Section: Introductionmentioning
confidence: 99%
“…A primal-dual active set strategy has been proposed by Heister et al [38] to enforce crack irreversibility as a constraint. An alternative approach has been suggested by Bourdin et al [39], in which Dirichlet boundary conditions are imposed on the phase field variable.…”
Section: Phase Field Model For Rate-dependent Ductile Fracturementioning
confidence: 99%