Origins of phase-field crack widening in dynamic fragmentation explained
We investigate dynamic crack propagation and fragmentation with the phase-field fracture approach. The method was chosen for its ability to yield crack paths that are independent of the underlying mesh, thanks to the damage regularization zone. In dynamics, we observe a progressive widening of this regularization zone and attribute it to an unphysical trapping of elastic waves. We show that the damage zones do not represent free boundaries accurately and that wave interactions induce additional damage. We reveal how mass erosion, by conserving the elastic wave speed in the damaged regions, can be used to efficiently reduce the spurious diffusion of damage. Furthermore, we provide numerical evidence that dynamically propagating cracks in the phase-field formulation, both with and without mass erosion, converge to the predictions of linear elastic fracture mechanics. For vanishing regularization length, the crack speed and energy release rate become independent of the phase-field regularization length, provided that this length scale is small enough and the mesh fine enough to resolve the process zone.
Authors
- Jean-Francois Roland Molinari
- Shad Durussel (ORCID: https://orcid.org/0009-0001-6036-168X)
- Gergely Molnár
Institutions
- Université Claude Bernard Lyon 1 (FR)
- Centre National de la Recherche Scientifique (FR)
- Institut National des Sciences Appliquées de Lyon (FR)
- École Polytechnique Fédérale de Lausanne (CH)
Publication Details
- Journal
- Computer Methods in Applied Mechanics and Engineering
- Published
- 2026-03-29
- DOI
- https://doi.org/10.1016/j.cma.2026.118942
- Primary Topic
- Numerical methods in engineering
- Type
- article
- Field-Weighted Citation Impact
- 0.00