Article(id=1322943079128379756, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210124, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1611331200000, receivedDateStr=2021-01-23, revisedDate=1616515200000, revisedDateStr=2021-03-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343809157, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343809157, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343809157, creator=13701087609, updateTime=1793343809157, updator=13701087609, issue=Issue{id=1322943027827848128, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='11', pageStart='2313', pageEnd='2548', issueExtLink='null', onlineDate='null', pubDate='1637337600000', pubDateStr='2021-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343796927, creator='13701087609', updateTime=1793345952795, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322952070252343421, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322952070252343422, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2518, endPage=2528, ext={EN=ArticleExt(id=1322943079359066477, articleId=1322943079128379756, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Numerical Analysis on Mechanical Properties of Coral Aggregate Concrete Using 3D Random Mesoscale Model, columnId=1319726165087077079, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Article, runingTitle=null, highlight=null, articleAbstract=

To investigate the mechanical behavior and failure mechanism of coral aggregate concrete (CAC) under static and dynamic load, this paper proposed a 3D random mesoscale model composed of three mesoscale components, i.e., aggregate, mortar matrix and interfacial transition zone (ITZ). Using the 3D random convex particle model into the characterization of the random features of broken coral aggregates, i.e., shape and spatial distribution, was proposed. Based on the developed model and corresponding material models, i.e., CONCRETE_DAMAGE_REL3 and HOLMQUIST-JOHNSON-COOK, the static- and dynamic responses of CAC were analyzed in terms of stress-strain relation, failure pattern and process, strain rate effect, etc. The failure mechanism of CAC under different loading conditions was discussed as well. The results indicate that there is a high reliability for the developed 3D random mesoscale model in simulating the static- and dynamic properties of CAC, particularly in its failure patterns and fracture processes, which is of great significance for the failure mechanism analysis of CAC under various loading conditions.

, authors=Zhangyu WU¹, Jinhua ZHANG², Hongfa YU¹, Haiyan MA¹, Qin FANG³, authorsList=Zhangyu WU, Jinhua ZHANG, Hongfa YU, Haiyan MA, Qin FANG, authorCompany=null, correspAuthors=Jinhua ZHANG, Hongfa YU, authorNote=, correspAuthorsNote=, 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, fund=null), CN=ArticleExt(id=1322943082978750831, articleId=1322943079128379756, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于三维随机细观模型的珊瑚混凝土力学性能模拟, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为了研究珊瑚混凝土（CAC）的静、动态力学行为及损伤破坏机理，基于CAC的细观组成及结构特点，建立了包含珊瑚骨料、砂浆及二者之间界面过渡区（ITZ）的三相随机细观混凝土模型。根据破碎珊瑚骨料细观结构特征，提出采用三维随机多面体模型来表征其在形状和空间分布方面的随机特性的新思路。基于所建立的三维随机细观模型，结合CONCRETE_DAMAGE_REL3和HOLMQUIST-JOHNSON-COOK材料模型，利用ANSYS软件研究了静、动态荷载作用下CAC的力学响应，如应力-应变关系、细观破坏特征及破坏过程、应变率效应等，并分析了其细观破坏机理。结果表明：三维随机细观模型及相关材料模型参数在模拟CAC静、动态力学性能方面具有很高的可靠性，可以有效描述CAC的损伤破坏过程及形态，对于分析不同荷载作用下CAC失效机理具有重要意义。

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