2013
DOI: 10.1002/9781118622650
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Extended Finite Element Method for Crack Propagation

Abstract: Fracture mechanics is a vital component involved in studying the exact behavior of rock materials. Detection and assessment of the behavior of rock joints injected by grout plays an important role in numerical modelling in rock mechanic projects. The importance of mechanisms associated with initiation and propagation of cracks due to hydraulic fracturing has led to a considerable interest in investigation and analysis of this phenomenon. In this work, the process of propagation of cracks on the wall of borehol… Show more

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Cited by 19 publications
(21 citation statements)
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“…It is also well known that fatigue-driven crack propagation is accompanied by localized plastic deformation around the crack tip. 77 Therefore, it is clarified that the reported 'material embrittlement' at bulk level 41 is purely a structural change and at the material-level, the membrane material continues to remain ductile and undergoes local plastic deformation even after prolonged mechanical degradation. Chemical stressors are necessary to induce any material-level embrittlement of the membrane via changes in its molecular structure in order to generate brittle fracture features such as the Y-shaped cracks seen in our previous work.…”
Section: Resultsmentioning
confidence: 99%
“…It is also well known that fatigue-driven crack propagation is accompanied by localized plastic deformation around the crack tip. 77 Therefore, it is clarified that the reported 'material embrittlement' at bulk level 41 is purely a structural change and at the material-level, the membrane material continues to remain ductile and undergoes local plastic deformation even after prolonged mechanical degradation. Chemical stressors are necessary to induce any material-level embrittlement of the membrane via changes in its molecular structure in order to generate brittle fracture features such as the Y-shaped cracks seen in our previous work.…”
Section: Resultsmentioning
confidence: 99%
“…This method is capable of simulating non-planar or 'out of plane' effects [56], however, the elements should be very small in order to precisely predict the path and shape of HF, and the one first order scalar damage index cannot represent the anisotropic damage for a single element, which can be solved by introducing more damage indices with higher orders [63]. Actually, the geometric choice of crack modelling depends on the its size compared to the micro-structure of rock, to the overall structure, the crack initiation, propagation, and local behaviour in crack zone [71]. Adaptive mesh strategy could be used to increase the accuracy and create reasonable mesh distribution [67].…”
Section: Numerical Methods For Hydraulic Fracturing Modelingmentioning
confidence: 99%
“…PL3D assumes that the shape of hydraulic fracture is arbitrary and can be represented by a Green's function [77]. But it requires a consistency condition between layers [5], and cannot simulate 'out of plane' fractures [15], and the use of Green's function makes it not easy for nonlinear or anisotropic rocks [71]. Thus, fully 3D model is in need to simulate hydraulic fracturing process.…”
Section: Numerical Methods For Hydraulic Fracturing Modelingmentioning
confidence: 99%
“…This version of XFEM with an extrinsic enrichment is available in the commercial FE software Abaqus (6.12) [34]. More information about the details and development of XFEM can be found in [35][36][37][38].…”
Section: Xfem Simulationmentioning
confidence: 99%