A fourth-order phase-field fracture model: Formulation and numerical solution using a continuous/discontinuous Galerkin method

TL;DR

This paper introduces a novel fourth-order phase-field fracture model derived from Hamilton's principle and micromechanics, coupled with a continuous/discontinuous Galerkin numerical method for dynamic brittle fracture simulation.

Contribution

It develops a new fourth-order fracture model with a physical basis and proposes a C/DG numerical method to efficiently solve it, improving regularity and convergence.

Findings

The C/DG method effectively captures complex fracture patterns.

The model demonstrates improved regularity and convergence rates.

Benchmark problems validate the numerical approach.

Abstract

Modeling crack initiation and propagation in brittle materials is of great importance to be able to predict sudden loss of load-carrying capacity and prevent catastrophic failure under severe dynamic loading conditions. Second-order phase-field fracture models have gained wide adoption given their ability to capture the formation of complex fracture patterns, e.g. via crack merging and branching, and their suitability for implementation within the context of the conventional finite element method. Higher-order phase-field models have also been proposed to increase the regularity of the exact solution and thus increase the spatial convergence rate of its numerical approximation. However, they require special numerical techniques to enforce the necessary continuity of the phase field solution. In this paper, we derive a fourth-order phase-field model of fracture in two independent ways; namely, from Hamilton's principle and from a higher-order micromechanics-based approach. The latter approach is novel, and provides a physical interpretation of the higher-order terms in the model. In addition, we propose a continuous/discontinuous Galerkin (C/DG) method for use in computing the approximate phase-field solution. This method employs Lagrange polynomial shape functions to guarantee $C^0$-continuity of the solution at inter-element boundaries, and enforces the required $C^1$ regularity with the aid of additional variational and interior penalty terms in the weak form. The phase-field equation is coupled with the momentum balance equation to model dynamic fracture problems in hyper-elastic materials. Two benchmark problems are presented to compare the numerical behavior of the C/DG method with mixed finite element methods.