An explicit phase field method for brittle dynamic fracture. (June 2019)

• Record Type: Journal Article
• Authors: Ren, H.L.; Zhuang, X.Y.; Anitescu, C.; Rabczuk, T.
• Is Part Of: Computers & structures. Volume 217(2019)
• Page Start: 45
• Page End: 56
• Publication Date: 2019-06
• Subjects: Explicit dynamics -- Tetrahedron element -- Sub-step; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2019.03.005
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: Simple, robust, efficient and fully explicit algorithm for phase field fracture model. The explicit algorithm overcomes difficulties concerning the convergence. The explicit algorithm facilitates the calculation of the anisotropic material tensor. Introduction of the concept of phase field modulus. New linear tetrahedra element with displacement gradient average scheme. Abstract: In this paper, we propose an explicit phase field model for dynamic brittle fracture. The mechanical field is integrated with a Verlet-velocity scheme, while the phase field is incremented with sub-steps at each step. The sub-stepping is adaptive based on the phase field residual and fast convergence is obtained in a few sub-steps. The numerical difficulty in convergence and the calculation of anisotropic stiffness tensor in the implicit phase field model are avoided in the explicit scheme. The explicit phase field model uses the phase field modulus, rather than the conventional phase field viscosity. The proposed scheme can achieve the same result by the implicit dynamic scheme phase field model. Several numerical examples are presented to validate the explicit method.