4.7 Article

A phase-field description of dynamic brittle fracture

出版社

ELSEVIER SCIENCE SA
DOI: 10.1016/j.cma.2012.01.008

关键词

Phase field; Fracture mechanics; Isogeometric analysis; Adaptive refinement; T-splines

资金

  1. Office of Naval Research [N00014-08-1-0992]
  2. Army Research Office [W911NF-10-1-0216]
  3. National Science Foundation [CMI-0700807]
  4. SINTEF [UTA10-000374]
  5. ICES CAM
  6. Sandia National Laboratories
  7. United States Department of Energy's National Nuclear Security Administration [DE-AC04-94AL85000]

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In contrast to discrete descriptions of fracture, phase-field descriptions do not require numerical tracking of discontinuities in the displacement field. This greatly reduces implementation complexity. In this work, we extend a phase-field model for quasi-static brittle fracture to the dynamic case. We introduce a phase-field approximation to the Lagrangian for discrete fracture problems and derive the coupled system of equations that govern the motion of the body and evolution of the phase-field. We study the behavior of the model in one dimension and show how it influences material properties. For the temporal discretization of the equations of motion, we present both a monolithic and staggered time integration scheme. We study the behavior of the dynamic model by performing a number of two and three dimensional numerical experiments. We also introduce a local adaptive refinement strategy and study its performance in the context of locally refined T-splines. We show that the combination of the phase-field model and local adaptive refinement provides an effective method for simulating fracture in three dimensions. (C) 2012 Elsevier B.V. All rights reserved.

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