Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
7169015 | Engineering Fracture Mechanics | 2018 | 18 Pages |
Abstract
In this paper, a computational model is developed for the simulation of hydro-fracture growth in naturally layered impervious media using the extended finite element method (X-FEM). The equilibrium equation of the bulk is solved in conjunction with the hydro-fracture inflow and continuity equations using the staggered Newton method. The hydro-fracture inflow is governed by the lubrication theory, where the permeability of the fracture is incorporated by taking advantage of the cubic law. The Eigen-function expansion method is utilised in order to develop enrichment functions suited for the asymptotic stress field in the vicinity of the singular points. An energy release rate-based criterion is used in order to study the competition between hydro-fracture penetration/deflection at the material interface. Finally, the robustness of the computational framework is explored by means of numerical simulation.
Keywords
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Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
M. Vahab, Sh. Akhondzadeh, A.R. Khoei, N. Khalili,