On poroelastic strain energy degradation in the variational phase-field models for hydraulic fracture

被引:13
|
作者
You, Tao [1 ,2 ,3 ]
Yoshioka, Keita [4 ]
机构
[1] Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing 210098, Peoples R China
[2] UFZ Helmholtz Ctr Environm Res, Dept Environm Informat, D-04318 Leipzig, Germany
[3] Hohai Univ, Coll Civil & Transportat Engn, Nanjing, Peoples R China
[4] Univ Leoben, Dept Petr Engn, A-8700 Leoben, Austria
基金
中国国家自然科学基金;
关键词
Phase; -field; Hydraulic fracture; Multi-scale analysis; Poroelasticity; Fixed stress split; FLUID-DRIVEN FRACTURE; INDUCED PERMEABILITY VARIATION; FINITE-ELEMENT APPROXIMATION; BRITTLE-FRACTURE; POROUS-MEDIA; MICROMECHANICAL ANALYSIS; ANISOTROPIC DAMAGE; FIXED-STRESS; PROPAGATION; FORMULATION;
D O I
10.1016/j.cma.2023.116305
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Though a number of formulations have been proposed for phase-field models for hydraulic fracture in a fully saturated porous medium, the definition of the degraded poroelastic strain energy varies from one model to another. This study explores previously proposed forms of the poroelastic strain energy with diffused fracture and assesses their ability to recover the explicit fracture opening aperture. We then propose a new form of degraded poroelastic strain energy derived from micromechanical analyses. Unlike the previously proposed models, our poroelastic strain energy degradation depends not only on the phase-field variable (damage) but also on the type of strain energy decomposition. Comparisons against closed form solutions suggest that our proposed model can recover crack opening displacement more accurately irrespective of Biot's coefficient or the pore-pressure distribution. We then verify our model against the plane strain hydraulic fracture propagation, known as the KGD fracture, in the toughness dominated regime. Finally, we demonstrate the model's ability to handle complex hydraulic fracture interactions with a pre-existing natural fracture. & COPY; 2023 Elsevier B.V. All rights reserved.
引用
收藏
页数:30
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