{"title":"Penny-shaped hydraulic fracture with fluid lag in impermeable elastic medium","authors":"Yu-Hua Zhang , Emmanuel Detournay , Zhi-Qiao Wang","doi":"10.1016/j.ijsolstr.2025.113512","DOIUrl":null,"url":null,"abstract":"<div><div>This paper revisits the classic problem of a penny-shaped hydraulic fracture propagating in an impermeable elastic medium. The fracture is driven by a viscous fluid injected at a constant rate. Motivated by the need to clarify the nature of the early-time solution under conditions of negligible toughness, the study uncovers the existence of a new similarity solution, denoted as the <span><math><mi>S</mi></math></span>-vertex, which complements the three already known similarity solutions (<span><math><mi>O</mi></math></span>-, <span><math><mi>M</mi></math></span>-, <span><math><mi>K</mi></math></span>-vertex). The considered problem accepts therefore 4 similarity solutions, which all have a power law dependence on time. Interpreting these solutions as either early-, intermediate-, or late-time asymptotics naturally leads to defining the <span><math><mrow><mi>O</mi><mi>S</mi><mi>M</mi><mi>K</mi></mrow></math></span> phase diagram, where the similarity solutions are represented by the vertices of the rectangular domain. The evolution of a radial fracture can be pictured as following a trajectory in the <span><math><mrow><mi>O</mi><mi>S</mi><mi>M</mi><mi>K</mi></mrow></math></span> space that starts at the <span><math><mi>O</mi></math></span>-vertex and ends at the <span><math><mi>K</mi></math></span>-vertex. Each trajectory in the <span><math><mrow><mi>O</mi><mi>S</mi><mi>M</mi><mi>K</mi></mrow></math></span> parametric space corresponds to a particular value of the dimensionless parameter <span><math><mi>η</mi></math></span>, which can be interpreted as the ratio of two independent time scales. If <span><math><mrow><mi>η</mi><mo>≪</mo><mn>1</mn></mrow></math></span>, i.e, the toughness is very small in a relative sense, the trajectory connect the <span><math><mi>O</mi></math></span>- and <span><math><mi>K</mi></math></span>-vertex by following the edges <span><math><mrow><mi>O</mi><mi>S</mi></mrow></math></span>, <span><math><mrow><mi>S</mi><mi>M</mi></mrow></math></span>, and <span><math><mrow><mi>M</mi><mi>K</mi></mrow></math></span> of the <span><math><mrow><mi>O</mi><mi>S</mi><mi>M</mi><mi>K</mi></mrow></math></span> domain. Under these conditions, the complete fracture evolution is thus characterized by two intermediate time asymptotes, the <span><math><mi>S</mi></math></span>- and the <span><math><mi>M</mi></math></span>-vertex. Finally, the paper describes an efficient polynomial-based algorithm to construct the <span><math><mi>O</mi></math></span>- and <span><math><mi>S</mi></math></span>-vertex solutions, and its extension to an implicit time-stepping algorithm to track the evolution of the hydraulic fracture in the parametric space.</div></div>","PeriodicalId":14311,"journal":{"name":"International Journal of Solids and Structures","volume":"320 ","pages":"Article 113512"},"PeriodicalIF":3.8000,"publicationDate":"2025-06-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Solids and Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0020768325002987","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
引用次数: 0
Abstract
This paper revisits the classic problem of a penny-shaped hydraulic fracture propagating in an impermeable elastic medium. The fracture is driven by a viscous fluid injected at a constant rate. Motivated by the need to clarify the nature of the early-time solution under conditions of negligible toughness, the study uncovers the existence of a new similarity solution, denoted as the -vertex, which complements the three already known similarity solutions (-, -, -vertex). The considered problem accepts therefore 4 similarity solutions, which all have a power law dependence on time. Interpreting these solutions as either early-, intermediate-, or late-time asymptotics naturally leads to defining the phase diagram, where the similarity solutions are represented by the vertices of the rectangular domain. The evolution of a radial fracture can be pictured as following a trajectory in the space that starts at the -vertex and ends at the -vertex. Each trajectory in the parametric space corresponds to a particular value of the dimensionless parameter , which can be interpreted as the ratio of two independent time scales. If , i.e, the toughness is very small in a relative sense, the trajectory connect the - and -vertex by following the edges , , and of the domain. Under these conditions, the complete fracture evolution is thus characterized by two intermediate time asymptotes, the - and the -vertex. Finally, the paper describes an efficient polynomial-based algorithm to construct the - and -vertex solutions, and its extension to an implicit time-stepping algorithm to track the evolution of the hydraulic fracture in the parametric space.
本文重新研究了不渗透弹性介质中便士型水力裂缝扩展的经典问题。裂缝是由以恒定速率注入的粘性流体驱动的。为了澄清韧性可忽略条件下早期解的性质,本研究揭示了一个新的相似解的存在性,表示为s顶点,它补充了已知的三个相似解(O-, M-, k -顶点)。因此,所考虑的问题接受4个相似解,它们都具有依赖于时间的幂律。将这些解解释为早期、中期或晚期渐近性,自然会导致定义OSMK相位图,其中相似性解由矩形域的顶点表示。径向裂缝的演化过程可以用OSMK空间中的一条轨迹来描述,该轨迹从o点开始,到k点结束。OSMK参数空间中的每条轨迹对应于一个特定的无量纲参数η值,可以解释为两个独立时间尺度的比值。如果η≪1,即韧性相对而言非常小,则轨迹沿着OSMK域的OS、SM和MK边连接O顶点和k顶点。在这些条件下,完整的裂缝演化具有两个中间时间渐近线的特征,即S顶点和m顶点。最后,本文给出了一种高效的基于多项式的构造O顶点和s顶点解的算法,并将其推广为一种隐式时间步进算法,用于在参数空间中跟踪水力裂缝的演化。
期刊介绍:
The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field.
Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.