High-order isogeometric phase-field modeling of fracture

Introduction

Predicting how cracks nucleate and propagate is a long-standing challenge in computational mechanics. Phase-field models tackle it by replacing the sharp crack with a smooth scalar field — the phase field — that regularizes it over a small length scale: complex crack paths (nucleation, branching, merging) emerge naturally on a fixed mesh, with no ad-hoc propagation criterion. Because the underlying equations involve high-order derivatives and require highly regular fields, they are a natural fit for Isogeometric Analysis (IGA), whose spline (NURBS / B-spline) bases offer arbitrary inter-element continuity together with an exact representation of the geometry.

 

Goal

The goal is to develop, analyze and validate high-order isogeometric phase-field formulations that predict cracks accurately at a lower computational cost. Leveraging IGA’s higher-continuity bases, we formulate and compare second- and fourth-order models (AT1 and AT2): for the same number of degrees of freedom, the fourth-order ones reach higher accuracy and a faster convergence of the fracture energy. The work covers the whole pipeline — consistent enforcement of crack irreversibility (as a symmetric linear complementarity problem or via a penalty method), an efficient staggered solver, and a systematic numerical–experimental validation against laboratory tests — and is being extended to dynamic fracture, fatigue, ductile failure, isogeometric shells, and adaptive refinement based on truncated hierarchical B-splines (THB).

High-order isogeometric phase-field modeling of fracture

Fig. 1 (fig1_phase-field-profile.png) — The regularized phase-field profile d(x): as the length scale ℓ0 decreases, the smeared crack sharpens toward the true discontinuity.

High-order isogeometric phase-field modeling of fracture

Fig. 2 (fig2_dynamic-branching.png) — Dynamic brittle fracture: the fourth-order model reproduces the same branching crack as the second-order one on a coarser mesh (CMAME 2025).

High-order isogeometric phase-field modeling of fracture

Fig. 3 (fig3_cpu-time-saving.png) — Efficiency payoff: for matching accuracy, the fourth-order model cuts CPU time by ~75–80% relative to the second-order one (CMAME 2026).

References

  1. Greco, A. Patton, M. Negri, A. Marengo, U. Perego, A. Reali, “Higher order phase-field modeling of brittle fracture via Isogeometric Analysis”, Engineering with Computers 40 (2024) 3541–3560.
  2. Greco, E. Maggiorelli, M. Negri, A. Patton, A. Reali, “AT1 fourth-order isogeometric phase-field modeling of brittle fracture”, Mathematical Models and Methods in Applied Sciences 35 (2025) 2741–2795.
  3. Greco, J. Kiendl, M. Negri, A. Patton, A. Reali, “Fourth-order isogeometric phase-field modeling of dynamic brittle fracture: numerical study and comparison with second-order models”, Computer Methods in Applied Mechanics and Engineering 449 (2025) 118513.
  4. M. Verhelst, L. Greco, A. Reali, “Adaptive isogeometric analysis of high-order phase-field fracture based on THB-splines”, Computer Methods in Applied Mechanics and Engineering 460 (2026) 119103.
  5. A. Francfort, J.-J. Marigo, “Revisiting brittle fracture as an energy minimization problem”, Journal of the Mechanics and Physics of Solids 46 (1998) 1319–1342.
  6. J. Borden, T. J. R. Hughes, C. M. Landis, C. V. Verhoosel, “A higher-order phase-field model for brittle fracture: Formulation and analysis within the isogeometric analysis framework”, Computer Methods in Applied Mechanics and Engineering 273 (2014) 100–118.