Pressure and fluid-driven fracture propagation in porous media using an adaptive finite element phase field model

被引:261
作者
Lee, Sanghyun [1 ]
Wheeler, Mary F. [1 ]
Wick, Thomas [2 ,3 ]
机构
[1] Univ Texas Austin, Ctr Subsurface Modeling, Inst Computat Engn & Sci, 201 East 24th St, Austin, TX 78712 USA
[2] Austrian Acad Sci, Johann Radon Inst Computat & Appl Math, A-4040 Linz, Austria
[3] Tech Univ Munich, Fak Math, Lehrstuhl M17, D-85747 Garching, Germany
关键词
Phase field; Fluid filled fracture; Adaptive finite elements; Porous media; Primal-dual active set; DYNAMIC BRITTLE-FRACTURE; HYDRAULIC FRACTURES; NUMERICAL EXPERIMENTS; SET METHOD; APPROXIMATION; FORMULATION; FLOW; CONVERGENCE; SIMULATIONS; PRINCIPLES;
D O I
10.1016/j.cma.2016.02.037
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work presents phase field fracture modeling in heterogeneous porous media. We develop robust and efficient numerical algorithms for pressure-driven and fluid-driven settings in which the focus relies on mesh adaptivity in order to save computational cost for large-scale 3D applications. In the fluid-driven framework, we solve for three unknowns pressure, displacements and phase field that are treated with a fixed-stress iteration in which the pressure and the displacement-phase-field system are decoupled. The latter subsystem is solved with a combined Newton approach employing a primal-dual active set method in order to account for crack irreversibility. Numerical examples for pressurized fractures and fluid filled fracture propagation in heterogeneous porous media demonstrate our developments. In particular, mesh refinement allows us to perform systematic studies with respect to the spatial discretization parameter. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:111 / 132
页数:22
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