Article(id=1318974623723672062, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220845, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1665158400000, receivedDateStr=2022-10-08, revisedDate=1666368000000, revisedDateStr=2022-10-22, acceptedDate=null, acceptedDateStr=null, onlineDate=1792397655658, onlineDateStr=2026-10-19, pubDate=1682611200000, pubDateStr=2023-04-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792397655658, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792397655658, creator=13701087609, updateTime=1792397655658, updator=13701087609, issue=Issue{id=1318974603884606018, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='8', pageStart='1883', pageEnd='2118', issueExtLink='null', onlineDate='null', pubDate='1692460800000', pubDateStr='2023-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792397650929, creator='13701087609', updateTime=1792399225992, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981210261541260, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981210261541261, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318974603884606018, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1920, endPage=1927, ext={EN=ArticleExt(id=1318974623933387263, articleId=1318974623723672062, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Constitutive Model and Failure Criteria of Alkali-Activated Concrete Under Confining Pressure, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

As a promising sustainable building material, alkali-activated concrete (AAC) is subjected to complex stresses. However, current investigations on the triaxial compression performance of AAC have restricted confinement ratios and do not account for specimen strength effects. In this work, conventional triaxial compression tests were conducted for AAC to investigate the damage mode, mechanical properties, constitutive model and failure criterion under confining pressure. The confinement ratio range is 0-1.4. The results show that the damage mode of AAC transforms from brittle to pseudo-ductile as the confining pressure increases. The triaxial compression strength increases significantly with AAC strength, attaining the deformation capacity with lower strength. A triaxial compression constitutive model available for Portland cement concrete (PCC) can substantially overestimate the axial strain of AAC at peak stress. Based on the experimental results, the triaxial compression constitutive model and failure criterion for AAC were proposed.

, authors=Shan LIU¹, Xiaobei SHI¹, Yifei HAO², authorsList=Shan LIU, Xiaobei SHI, Yifei HAO, authorCompany=null, correspAuthors=Yifei HAO, 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=1318974624180851200, articleId=1318974623723672062, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=围压作用下碱激发混凝土的本构模型与破坏准则, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

作为一种极具潜力的可持续建筑材料，碱激发混凝土（AAC）可能处于复杂应力状态，但是目前AAC三轴压缩性能的研究所考虑的约束率较低且忽略了试件强度影响。针对不同强度的AAC开展常规三轴压缩试验（约束率范围为0~1.4），研究AAC在围压作用下的破坏模式、力学性能、本构模型和破坏准则。结果表明：随着围压增加，AAC的破坏模式由脆性转变为伪延性。AAC强度越高，三轴压缩强度提高地更显著，但变形能力较弱。现有硅酸盐水泥混凝土（PCC）的三轴压缩本构模型会极大高估AAC在峰值应力时的轴向应变。基于试验数据，提出了AAC的三轴压缩本构模型和破坏准则。

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LIU Shan (1995-), male, Doctoral candidate. E-mail: shan_liu@tju.edu.cn

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LIU Shan (1995-), male, Doctoral candidate. E-mail: shan_liu@tju.edu.cn

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刘杉（1995—），男，博士研究生。

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刘杉（1995—），男，博士研究生。

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