层状各向异性岩石流体驱动压裂的三维XFEM研究

IF 6.9 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
XiuYuan Chen, Hao Yu, YiLun Zhong, Quan Wang, HengAn Wu
{"title":"层状各向异性岩石流体驱动压裂的三维XFEM研究","authors":"XiuYuan Chen,&nbsp;Hao Yu,&nbsp;YiLun Zhong,&nbsp;Quan Wang,&nbsp;HengAn Wu","doi":"10.1016/j.cma.2025.117963","DOIUrl":null,"url":null,"abstract":"<div><div>We propose a novel planar 3D extended finite element method (XFEM) for fluid-driven fracturing of layered rocks, where the material properties and fracture toughness are anisotropic. The crack tip singular functions vary along the curved fracture front, which stems from differing crack tip asymptotes caused by variations in local material properties. These functions in three-dimensional anisotropic space are first established. A coordinate transformation for the stress matrix is defined by the normal to curved fracture front at each quadrature point, and the global elastic stiffness matrix is transformed to calculate its local form. The characteristic equation, obtained by extracting the plane strain components from the local elastic stiffness matrix, is solved to compute the tip enrichment functions of the corresponding quadrature points. Additionally, a hybrid explicit-implicit method is developed for fracture propagation and geometric description with rock anisotropy. In this approach, the explicit Irwin's criterion is regularized by inverting the varying crack tip asymptotes at different fracture front nodes, which provides the anisotropic propagation distances and injection time constraint during each propagation step. The apparent Young's modulus is introduced in the criterion to capture the variations of local material properties with propagation angle. The fracture surface is represented implicitly by two level set functions, which are calculated from the fracture description updated through the Irwin's criterion. This hybrid method avoids solving complex advection-type equations and improves the computational efficiency of nodal enrichment without iterating through fracture elements repeatedly. The proposed method is validated against the analytical solutions and various numerical cases with non-self-similar propagation behavior and strong fracture toughness anisotropy. This work provides a powerful approach for modeling the complex propagation behavior of 3D hydraulic fracture (HF) in tight formation.</div></div>","PeriodicalId":55222,"journal":{"name":"Computer Methods in Applied Mechanics and Engineering","volume":"441 ","pages":"Article 117963"},"PeriodicalIF":6.9000,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"3D XFEM for fluid-driven fracturing of layered anisotropic rock\",\"authors\":\"XiuYuan Chen,&nbsp;Hao Yu,&nbsp;YiLun Zhong,&nbsp;Quan Wang,&nbsp;HengAn Wu\",\"doi\":\"10.1016/j.cma.2025.117963\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>We propose a novel planar 3D extended finite element method (XFEM) for fluid-driven fracturing of layered rocks, where the material properties and fracture toughness are anisotropic. The crack tip singular functions vary along the curved fracture front, which stems from differing crack tip asymptotes caused by variations in local material properties. These functions in three-dimensional anisotropic space are first established. A coordinate transformation for the stress matrix is defined by the normal to curved fracture front at each quadrature point, and the global elastic stiffness matrix is transformed to calculate its local form. The characteristic equation, obtained by extracting the plane strain components from the local elastic stiffness matrix, is solved to compute the tip enrichment functions of the corresponding quadrature points. Additionally, a hybrid explicit-implicit method is developed for fracture propagation and geometric description with rock anisotropy. In this approach, the explicit Irwin's criterion is regularized by inverting the varying crack tip asymptotes at different fracture front nodes, which provides the anisotropic propagation distances and injection time constraint during each propagation step. The apparent Young's modulus is introduced in the criterion to capture the variations of local material properties with propagation angle. The fracture surface is represented implicitly by two level set functions, which are calculated from the fracture description updated through the Irwin's criterion. This hybrid method avoids solving complex advection-type equations and improves the computational efficiency of nodal enrichment without iterating through fracture elements repeatedly. The proposed method is validated against the analytical solutions and various numerical cases with non-self-similar propagation behavior and strong fracture toughness anisotropy. This work provides a powerful approach for modeling the complex propagation behavior of 3D hydraulic fracture (HF) in tight formation.</div></div>\",\"PeriodicalId\":55222,\"journal\":{\"name\":\"Computer Methods in Applied Mechanics and Engineering\",\"volume\":\"441 \",\"pages\":\"Article 117963\"},\"PeriodicalIF\":6.9000,\"publicationDate\":\"2025-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computer Methods in Applied Mechanics and Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S004578252500235X\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computer Methods in Applied Mechanics and Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S004578252500235X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

摘要

提出了一种新的平面三维扩展有限元方法(XFEM),用于层状岩石的流体驱动压裂,其中材料性质和断裂韧性是各向异性的。裂纹尖端奇异函数沿弯曲断裂前沿变化,这是由于局部材料性能的变化导致裂纹尖端渐近线的不同。首先在三维各向异性空间中建立了这些函数。应力矩阵的坐标变换由各正交点处的法向弯曲断裂前缘定义,并对全局弹性刚度矩阵进行变换,计算其局部形式。从局部弹性刚度矩阵中提取平面应变分量,求解特征方程,计算相应正交点的尖端富集函数。在此基础上,提出了考虑岩石各向异性的裂缝扩展和几何描述的显隐混合方法。该方法通过对不同裂缝前节点的裂纹尖端渐近线进行反演,对显式Irwin准则进行正则化,从而提供了各向异性的扩展距离和每个扩展步骤的注入时间约束。在判据中引入表观杨氏模量来捕捉材料局部特性随传播角的变化。裂缝表面由两个水平集函数隐式表示,这两个水平集函数是通过Irwin准则更新的裂缝描述计算得到的。该混合方法避免了求解复杂的平流型方程,提高了节点富集的计算效率,无需重复迭代裂缝单元。通过解析解和具有非自相似扩展行为和强断裂韧性各向异性的各种数值算例验证了该方法的有效性。这项工作为致密地层中三维水力裂缝的复杂扩展行为建模提供了一种强有力的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3D XFEM for fluid-driven fracturing of layered anisotropic rock
We propose a novel planar 3D extended finite element method (XFEM) for fluid-driven fracturing of layered rocks, where the material properties and fracture toughness are anisotropic. The crack tip singular functions vary along the curved fracture front, which stems from differing crack tip asymptotes caused by variations in local material properties. These functions in three-dimensional anisotropic space are first established. A coordinate transformation for the stress matrix is defined by the normal to curved fracture front at each quadrature point, and the global elastic stiffness matrix is transformed to calculate its local form. The characteristic equation, obtained by extracting the plane strain components from the local elastic stiffness matrix, is solved to compute the tip enrichment functions of the corresponding quadrature points. Additionally, a hybrid explicit-implicit method is developed for fracture propagation and geometric description with rock anisotropy. In this approach, the explicit Irwin's criterion is regularized by inverting the varying crack tip asymptotes at different fracture front nodes, which provides the anisotropic propagation distances and injection time constraint during each propagation step. The apparent Young's modulus is introduced in the criterion to capture the variations of local material properties with propagation angle. The fracture surface is represented implicitly by two level set functions, which are calculated from the fracture description updated through the Irwin's criterion. This hybrid method avoids solving complex advection-type equations and improves the computational efficiency of nodal enrichment without iterating through fracture elements repeatedly. The proposed method is validated against the analytical solutions and various numerical cases with non-self-similar propagation behavior and strong fracture toughness anisotropy. This work provides a powerful approach for modeling the complex propagation behavior of 3D hydraulic fracture (HF) in tight formation.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
期刊介绍: Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信