2007
DOI: 10.1002/nme.2001
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A multiscale projection method for macro/microcrack simulations

Abstract: SUMMARYWe present a new multiscale method for crack simulations. This approach is based on a two-scale decomposition of the displacements and a projection to the coarse scale by using coarse scale test functions. The extended finite element method (XFEM) is used to take into account macrocracks as well as microcracks accurately. The transition of the field variables between the different scales and the role of the microfield in the coarse scale formulation are emphasized. The method is designed so that the fin… Show more

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Cited by 154 publications
(77 citation statements)
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References 31 publications
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“…These ideas have been further developed by Sukumar et al [97] where a faster and more reliable level set update is described. Applications of XFEM and level sets to problems with multiple intersecting and branching cracks can be found in Budyn et al [20], Zi et al [121] and Loehnert and Belytschko [69]. Other relevant papers are [39] and [58].…”
Section: Level Setsmentioning
confidence: 99%
“…These ideas have been further developed by Sukumar et al [97] where a faster and more reliable level set update is described. Applications of XFEM and level sets to problems with multiple intersecting and branching cracks can be found in Budyn et al [20], Zi et al [121] and Loehnert and Belytschko [69]. Other relevant papers are [39] and [58].…”
Section: Level Setsmentioning
confidence: 99%
“…Interface coupling methods seem to be less effective for dynamic applications as avoiding spurious wave reflections at the "artificial" interface seem to be more problematic. Some of the concurrent multiscale methods have been extended to modeling fracture [318,[333][334][335].…”
Section: Isrn Applied Mathematicsmentioning
confidence: 99%
“…Total and partial remeshing approaches [25,32,10,18], versions of local displacement [47,46,41,57,44] (and strain [50,2,58]) enrichments, clique overlaps [38], edges repositioning or edge-based fracture with R-adaptivity [45]; Element erosion [63], smeared procedures [49], viscousregularized techniques [37], gradient and non-local continua [60,54]; Phase-field models based on decoupled optimization (equilibrium/crack evolution) with sensitivity analysis [27].…”
Section: Introductionmentioning
confidence: 99%