International Journal for Numerical Methods in Engineering · 2018 · 57 citations · 28 references
EngineeringComputational EngineeringComputational MechanicsFinite Element AnalysisFinite Element MethodsDamage MechanicsFinite Element FormulationFracture InitiationFracture MechanicsFracture PropagationPhase-field ModelingComputational Fracture MechanicsCrack PropagationCrack Propagation ModelingFracture ModelingFracture Propagation AnalysisFracture SimulationPhase-field FracturePhase-field Modeling Of Fracture
The paper proposes a continuous‑to‑discontinuous strategy for modeling crack propagation in phase‑field fracture simulations. The method introduces a crack‑length functional to trigger a continuous‑to‑discontinuous transition, uses an auxiliary damage field to identify the crack path, optimizes the sharp crack surface by minimizing the difference between auxiliary and phase‑field damage, and finally inserts a strong discontinuity via XFEM. Benchmark tests in two‑dimensional quasi‑static fracture confirm the method’s accuracy and robustness.
Summary A new continuous‐discontinuous strategy for the computational modeling of crack propagation within the context of phase‐field models of fracture is presented. The method is designed to introduce and update a sharp crack surface within an evolving damage band and to enhance the kinematics of the finite element approximation accordingly. The proposed approach relies on three key elements. First, we propose the use of a crack length functional to provide a trigger for initiating a continuous to discontinuous transition. Next, the crack path identification is addressed by introducing the concept of an auxiliary damage field that varies with an extension of the sharp crack surface. The sharp crack surface is extended through an optimization algorithm, in which the difference between the auxiliary field and the actual damage field stemming from the phase‐field framework is minimized. Finally, a strong discontinuity is inserted in the wake of the diffuse crack tip with the extended finite element method, completing the continuous to discontinuous transition. Several benchmark problems in two‐dimensional quasi‐static fracture mechanics are presented to demonstrate the accuracy and robustness of the method.
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