An extended ordinary state -based peridynamic approach for modelling hydraulic fracturing

被引:41
作者
Zhang, Yubin [1 ]
Huang, Dan [1 ]
Cai, Zhuang [1 ]
Xu, Yepeng [1 ]
机构
[1] Hohai Univ, Dept Engn Mech, Nanjing 211100, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
CRACKING PARTICLES; DYNAMIC FRACTURE; FINITE-ELEMENT; SIMULATION; DRIVEN; DEFORMATION; FORMULATION; PRESSURE; FRAGMENTATION; PROPAGATION;
D O I
10.1016/j.engfracmech.2020.107086
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An extended ordinary state-based peridynamic model and numerical approach were proposed for modelling fluid–solid interaction and hydraulic fracturing. The deformation and cracking behavior of the solid was studied by employing non-local ordinary state-based peridynamic theory, and the fluid flow along the crack was described based on the cubic law in cracking elements. To describe the fluid–solid interaction under the peridynamic framework, an equivalent term which presents the hydraulic pressure acting on newly generated crack surfaces was introduced into the equations of motion of material points. The model and approach were validated through investigating typical hydraulic fracture examples and comparing the results with experimental data and results in literature. The effect of weakness plane on hydraulic fracture in rock-like media was analyzed further. It is shown that the proposed model and approach inherits the advantages of peridynamics in handling fracturing, and is capable of reflecting fluid–solid interaction and fluid pressure along new-born crack surfaces accurately and efficiently. © 2020
引用
收藏
页数:14
相关论文
共 49 条
[1]   Computer simulation of hydraulic fractures [J].
Adachi, A. ;
Siebrits, E. ;
Peirce, A. ;
Desroches, J. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (05) :739-757
[2]   Self-similar solution of a plane-strain fracture driven by a power-law fluid [J].
Adachi, JI ;
Detournay, E .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (06) :579-604
[3]   Numerical Modeling of Water Pressure in Propagating Concrete Cracks [J].
Barani, Omid Reza ;
Majidaie, Saleh ;
Mosallanejad, Mohammadnabi .
JOURNAL OF ENGINEERING MECHANICS, 2016, 142 (04)
[4]   Dynamic Fracture Analysis for Shale Material by Peridynamic Modelling [J].
Cheng, Zhanqi ;
Wang, Zhenyu ;
Luo, Zhongtao .
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2019, 118 (03) :509-527
[5]   Interpretation of shut-in pressure in hydrofracturing pressure-time records using numerical modeling [J].
Choi, Sung O. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 50 :29-37
[6]   THE CRACK-TIP REGION IN HYDRAULIC FRACTURING [J].
DESROCHES, J ;
DETOURNAY, E ;
LENOACH, B ;
PAPANASTASIOU, P ;
PEARSON, JRA ;
THIERCELIN, M ;
CHENG, A .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1994, 447 (1929) :39-48
[7]   2D coupled HM-XFEM modeling with cohesive zone model and applications to fluid-driven fracture network [J].
Faivre, M. ;
Paul, B. ;
Golfier, F. ;
Giot, R. ;
Massin, P. ;
Colombo, D. .
ENGINEERING FRACTURE MECHANICS, 2016, 159 :115-143
[8]   A Peridynamics-SPH modeling and simulation of blast fragmentation of soil under buried explosive loads [J].
Fan, Houfu ;
Li, Shaofan .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2017, 318 :349-381
[9]   An explicitly coupled hydro-geomechanical model for simulating hydraulic fracturing in arbitrary discrete fracture networks [J].
Fu, Pengcheng ;
Johnson, Scott M. ;
Carrigan, Charles R. .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2013, 37 (14) :2278-2300
[10]   Simulation of the hydraulic fracture process in two dimensions using a discrete element method [J].
Galindo Torres, Sergio Andres ;
Munoz Castano, Jose Daniel .
PHYSICAL REVIEW E, 2007, 75 (06)