Article(id=1241838625034404493, tenantId=1146029695717560320, journalId=1241755870837649424, issueId=1241838624241681037, articleNumber=null, orderNo=null, doi=10.19636/j.cnki.cjsm42-1250/o3.2024.045, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1727971200000, receivedDateStr=2024-10-04, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1774007000454, onlineDateStr=2026-03-20, pubDate=1740672000000, pubDateStr=2025-02-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1774007000454, onlineIssueDateStr=2026-03-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774007000454, creator=13701087609, updateTime=1774007000454, updator=13701087609, issue=Issue{id=1241838624241681037, tenantId=1146029695717560320, journalId=1241755870837649424, year='2025', volume='46', issue='1', pageStart='1', pageEnd='148', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1774007000265, creator=13701087609, updateTime=1774007104623, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1241839062017966445, tenantId=1146029695717560320, journalId=1241755870837649424, issueId=1241838624241681037, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1241839062017966446, tenantId=1146029695717560320, journalId=1241755870837649424, issueId=1241838624241681037, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=1, endPage=14, ext={EN=ArticleExt(id=1241838625424474766, articleId=1241838625034404493, tenantId=1146029695717560320, journalId=1241755870837649424, language=EN, title=Intermediately Homogenized Peridynamic Simulation of Sandstone Fracture Behavior under Compression, columnId=1241831201674171363, journalTitle=Chinese Journal of Solid Mechanics, columnName=Research Papers, runingTitle=null, highlight=null, articleAbstract=

Sandstone is a typical discontinuous and heterogeneous material characterized by a significant presence of pores. Porosity is a crucial factor that influences the complex characteristics of sandstone, notably affecting its compressive strength and deformation parameters. It is of considerable theoretical significance and engineering value to investigate the impact of porosity on the fracture behavior of sandstone under compressive loading. In this paper, we apply both the Intermediately-Homogenized PeriDynamic (IH-PD) model and the Fully-Homogenized PeriDynamic (FH-PD) model to examine the fracture behavior of sandstone containing a single oval flaw subjected to uniaxial compression. The IH-PD model incorporates porosity as pre-existing PD damages, wherein mechanical bonds connected to PD nodes are randomly pre-broken to achieve the desired porosity. The IH-PD model considers the heterogeneous characteristics of sandstone without detailing the explicit geometry of the actual pores. Simulation results from the IH-PD model indicate that both pore size and particle size influence the fracture mode of sandstone under uniaxial compression. A comparative analysis of fracture modes and stress-strain curves from IH-PD simulations, FH-PD simulations, and experimental measurements confirms the accuracy and superiority of the IH-PD model in simulating compressive fracture behavior. The results indicate that only the IH-PD model, which accounts for the inherent heterogeneities of sandstone, can adequately reflect the variations in crack paths caused by changes in pore distribution. Moreover, the IH-PD model successfully reproduces tortuous crack paths, captures transverse cracks in sandstone under compression, and exhibits asymmetric fracture modes, which markedly differ from the FH-PD simulation outcomes. This work employs the IH-PD model to investigate the fracture behavior of sandstone containing a single oval flaw with varying porosity levels under uniaxial compression, elucidating the influence of porosity on the failure modes of sandstone. The findings underscore the significant impact of porosity on the paths, roughness, and tortuosity of cracks. As porosity increases, the cracks exhibit greater tortuosity and roughness, and the symmetry of fracture modes becomes more easily disrupted.

, correspAuthors=Wenbo Dong, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=null, fund=null, authors=null, authorsList=Wenbo Dong, Ziguang Chen), CN=ArticleExt(id=1241838639097905981, articleId=1241838625034404493, tenantId=1146029695717560320, journalId=1241755870837649424, language=CN, title=砂岩压缩断裂行为的半均质近场动力学模拟, columnId=1241831201896469478, journalTitle=固体力学学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

孔隙率是砂岩复杂特性的一项关键因素，显著影响其压缩强度和变形参数. 针对砂岩的压缩破坏开展孔隙率对其断裂行为影响的研究具有重要的理论意义和工程价值. 本文采用半均质化近场动力学（IH-PD）模型和全均质化近场动力学（EH-PD）模型，分别对单轴压缩加载下砂岩的断裂行为进行模拟. 通过将IH-PD和EH-PD的模拟结果与实验结果进行对比，验证了IH-PD模型用于处理压缩断裂问题的准确性和优越性. 结果表明，IH-PD模型能够捕捉到受压砂岩断裂过程中产生的横向裂纹，能够反映出孔隙分布变化引起的裂纹路径差异. 通过模拟不同孔隙率砂岩的压缩断裂行为，研究了孔隙对受压砂岩断裂模式的影响. 结果表明，单轴压缩加载下，孔隙率对砂岩中裂纹的路径、粗糙度、曲折度均产生明显影响.

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³工程结构分析与安全评定湖北省重点实验室，武汉，430074, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1241838639475393360, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, xref=², ext=[AuthorCompanyExt(id=1241838639479587665, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, companyId=1241838639475393360, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=²Department of Engineering Mechanics, School of Aerospace Engineering, Huazhong University of Science and Technology, Wuhan, 430074), AuthorCompanyExt(id=1241838639496364882, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, companyId=1241838639475393360, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=²华中科技大学航空航天学院工程力学系，武汉，430074)]), AuthorCompany(id=1241838639597028182, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, xref=³, ext=[AuthorCompanyExt(id=1241838639605416792, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, companyId=1241838639597028182, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=³Hubei Key Laboratory of Engineering Structural Analysis and Safety Assessment, 1037 Luoyu Road, Wuhan, 430074), AuthorCompanyExt(id=1241838639613805401, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, companyId=1241838639597028182, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=³工程结构分析与安全评定湖北省重点实验室，武汉，430074)])])], keywords=[Keyword(id=1241838640456860534, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=EN, orderNo=1, keyword=peridynamics), Keyword(id=1241838642029724536, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=EN, orderNo=2, keyword=intermediately homogenized), Keyword(id=1241838642235245434, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=EN, orderNo=3, keyword=sandstone), Keyword(id=1241838642340103037, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=EN, orderNo=4, keyword=porosity), Keyword(id=1241838642436572032, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=EN, orderNo=5, keyword=compression failure), Keyword(id=1241838642545623938, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=CN, orderNo=1, keyword=近场动力学), Keyword(id=1241838642642092933, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=CN, orderNo=2, keyword=半均质化), Keyword(id=1241838642725979016, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=CN, orderNo=3, keyword=砂岩), Keyword(id=1241838642788893579, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=CN, orderNo=4, keyword=孔隙率), Keyword(id=1241838642881168271, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, language=CN, orderNo=5, keyword=压缩破坏)], refs=[Reference(id=1241838646748315680, tenantId=1146029695717560320, journalId=1241755870837649424, articleId=1241838625034404493, doi=null, pmid=null, pmcid=null, year=2020, volume=127, issue=null, pageStart=null, pageEnd=null, url=null, language=null, rfNumber=[1], rfOrder=0, authorNames=Zhang S, Wu S, Zhang G, journalName=International Journal of Rock Mechanics and Mining Sciences, refType=null, unstructuredReference=Zhang S, Wu S, Zhang G. 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