Article(id=1223196805106618868, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221347, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1656604800000, receivedDateStr=2022-07-01, revisedDate=1665936000000, revisedDateStr=2022-10-17, acceptedDate=null, acceptedDateStr=null, onlineDate=1769562444234, onlineDateStr=2026-01-28, pubDate=1692892800000, pubDateStr=2023-08-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769562444234, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769562444234, creator=13701087609, updateTime=1769562444234, updator=13701087609, issue=Issue{id=1223196803663778281, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='8', pageStart='1', pageEnd='222', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769562443888, creator=13701087609, updateTime=1769563793740, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223202465391166440, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223202465391166441, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223196803663778281, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=156, endPage=160, ext={EN=ArticleExt(id=1223196806780146177, articleId=1223196805106618868, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Research on Meso Parameters of Concrete Direct Shear Test Based on Discrete Element Simulation, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

The shear performance of heterogeneous concrete is very important. In this paper, the parallel bonding model of particle discrete element was used to simulate the direct shear test process of concrete to reveal the shear characteristic and failure mechanism of concrete. The impacts of meso parameters, such as contact modulus, contact stiffness ratio, particle friction coefficient, tensile strength, ratio of cohesive strength to tensile strength, and contact friction angle, on the results of concrete direct shear test results were studied by controlling the variable parameters. The shear deformation resistance of specimen has a significant linear relationship with the contact elastic modulus. The contact stiffness ratio has little impact on the shear test results. Particle friction coefficient, contact tensile strength, ratio between cohesion strength and tensile strength, and contact friction angle have a significant effect on the shear strength parameters. Contact tensile strength, ratio between cohesion strength and tensile strength, and contact friction angle could affact the curve form after peak of shear stress vs. horizontal displacement. This paper provided a reference for particle discrete element simulation of direct shear test of concrete specimens.

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非均质材料混凝土的剪切性能十分重要，为揭示混凝土抗剪性能和破坏机理，采用颗粒离散元的平行黏结模型模拟混凝土的直剪试验过程，通过控制变量法，研究了接触模量、接触刚度比、颗粒摩擦系数、抗拉强度、黏聚强度与抗拉强度比、接触摩擦角等细观参数对混凝土直剪试验结果的影响。结果表明，试件抵抗剪切变形能力与接触弹模有显著的线性关系，接触刚度比对剪切试验结果的影响较小；颗粒摩擦系数、接触抗拉强度、黏聚强度与抗拉强度比、接触摩擦角对剪切强度参数的摩擦系数和粘聚力影响显著；接触抗拉强度、黏聚强度与抗拉强度比、接触摩擦角影响剪切应力与水平位移关系曲线的峰值后形式。研究结果为混凝土试件直剪试验的颗粒离散元模拟提供了参考。

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覃茜（1993-），女，博士、工程师，研究方向为混凝土与水工结构等，E-mail：qinxi93@163.com

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覃茜（1993-），女，博士、工程师，研究方向为混凝土与水工结构等，E-mail：qinxi93@163.com

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