A mesh-free discretization in which a single neural network represents the displacement and phase fields and is trained by minimizing the incremental energy directly is proposed.
Abstract
Phase-field modeling of brittle fracture removes the need to track cracks explicitly by recasting their evolution as the minimization of an energy functional. In return it requires a discretization dense enough to resolve a localization band whose width is set by a regularization length and whose path is not known in advance. We propose a mesh-free discretization in which a single neural network represents the displacement and phase fields and is trained by minimizing the incremental energy directly. The coordinates enter the network through a multiresolution feature encoding built from $C^1$ quadratic B-spline grids, so the finest scale the representation can express is set by choice rather than reached through slow training, and the energy is estimated by stratified Monte Carlo integration on points redrawn at every optimizer iteration. This pairing proves critical, since the crack fails to advance both when the integration points are held fixed and when the encoding is too coarse to represent the band, while each ingredient tolerates a wide range of settings once the other is in place. Because the representation is globally $C^1$, the second- and the fourth-order fracture energy densities run on the identical discretization. Across six problems, from single-edge-notched tension and shear to a thick-walled ring on a single spline patch, the computed load-displacement curves follow staggered finite element references at matched regularization length, with peak loads within about 1% on the single-edge-notched tests and within 8% where the crack pattern changes topology. On a public benchmark dataset of random multi-crack configurations the method classifies the active or dormant state of 90% of the seeded cracks in twenty zero-shot runs, where the deep Ritz baseline of the dataset authors fails.
OmniRemesh provides a practical framework for large-deformation CPFEM and remeshing-aware constitutive calibration and provides approximate automatic-differentiation sensitivities despite topology changes, enabling efficient inverse calibration of constitutive parameters against both macroscopic and local observables.
This paper presents a robust, fully Lagrangian framework based on the Particle Finite Element Method (PFEM) capable of simulating multiphase flows with an arbitrary number of immiscible phases. Interface-tracking methods can sometimes suffer from numerical diffusion or allow the underlying mesh resolution to prematurel...
Félix Ruyffelaere, Michel Henry, Jonathan Lambrechts et al.· arXiv.org· 0 citations
Fracture mechanics is essential for predicting the failure of materials and structures. The Phase-Field Fracture (PFF) method has emerged as a powerful computational tool, overcoming the limitations of classical discrete approaches by modeling cracks as diffuse damage bands. This formulation eliminates the need for exp...
Phase-field approaches to fracture, initially designed as regularization of the Griffith model of brittle fracture, are now commonly viewed as gradient-damage models whose regularization length becomes a material property driving crack nucleation. One weakness of this approach is that the strength surface cannot be arb...
CNN2D--ConvGRU is developed, a convolutional-recurrent framework for measurement-conditioned reconstruction of time-dependent phase-field brittle fracture, demonstrating efficient full-field fracture-state reconstruction from sparse observations while retaining the spatial structure and history dependence of phase-fiel...
Because training needs no labels, FEVessel works exactly where FEM cannot supply any, removing manual mesh repair from the analysis pipeline, and is the first systematic study of mesh-independent solution on industrially relevant 3D pressure vessels with degenerate meshes.
Yipin Sun, Yi-Zheng Wang, Yuzhou Lin et al.· arXiv.org· 0 citations
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