Article(id=1223185969495528100, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223185958363841064, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221300, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1653235200000, receivedDateStr=2022-05-23, revisedDate=1657123200000, revisedDateStr=2022-07-07, acceptedDate=null, acceptedDateStr=null, onlineDate=1769559860824, onlineDateStr=2026-01-28, pubDate=1679673600000, pubDateStr=2023-03-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769559860824, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769559860824, creator=13701087609, updateTime=1769559860824, updator=13701087609, issue=Issue{id=1223185958363841064, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='3', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769559858149, creator=13701087609, updateTime=1769561242661, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223191765415477785, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223185958363841064, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223191765415477786, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223185958363841064, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=136, endPage=139, ext={EN=ArticleExt(id=1223185971215192818, articleId=1223185969495528100, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Application of Material Point Method in Numerical Simulation of Rock Fracture, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

The existence of fissures seriously affects the stability performance of rock structures, and how to reasonably describe the characteristic change law of nonlinear mechanics of rocks containing fissures has been an important research point in recent years. Based on this background, a smooth particle dynamics numerical simulation method (RSMPM) is proposed considering material point failure. The RSMPM was based on the basic calculation principle of the MPM algorithm, the Mohr-Coulomb damage criterion was adopted to traverse all material points in each calculation step, and the failure process was carried out for the material points that reach the damage condition. The dynamic fracture process of the rock was described by the failure process of the material points. The accuracy of the proposed numerical simulation method was verified by comparing the numerical simulation results (crack extension process, main stress cloud distribution) of single crack standard cube specimens and single crack Brazilian disc specimens with previous research results. The research results provide a certain reference for the application of smooth particle dynamics methods in rock mechanics engineering and the understanding of rock fracture mechanisms.

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裂隙的存在严重影响了岩体结构稳定，合理描述含裂隙岩石的非线性力学特性的变化规律是近些年研究的重难点。对此，提出了一种考虑质点失效的光滑粒子动力学数值模拟方法（RSMPM）。RSMPM依据MPM算法的基本原理，采用摩尔—库伦破坏准则，在每一计算步中均遍历所有质点，对达到破坏条件的质点进行失效处理，以质点的失效过程来描述岩石的动态断裂过程。通过将单裂隙标准立方体试样、单裂隙巴西圆盘试样的数值模拟结果（裂纹扩展过程、主应力云图分布）与以往研究成果的对比验证了所提方法的准确性，为光滑粒子动力学方法在岩石力学工程中的应用及岩石断裂机理的认识提供了参考。

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高懿伟（1995-），男，博士研究生，研究方向为水工结构工程，E-mail：gaoyiweijn@163.com

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高懿伟（1995-），男，博士研究生，研究方向为水工结构工程，E-mail：gaoyiweijn@163.com

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