Article(id=1319236893364048286, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236892848148894, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220365, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1651766400000, receivedDateStr=2022-05-06, revisedDate=1652889600000, revisedDateStr=2022-05-19, acceptedDate=null, acceptedDateStr=null, onlineDate=1792460185613, onlineDateStr=2026-10-20, pubDate=1668873600000, pubDateStr=2022-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792460185613, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792460185613, creator=13701087609, updateTime=1792460185613, updator=13701087609, issue=Issue{id=1319236892848148894, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='11', pageStart='2809', pageEnd='3090', issueExtLink='null', onlineDate='null', pubDate='1668873600000', pubDateStr='2022-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792460185491, creator='13701087609', updateTime=1792460700564, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319239053275411177, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236892848148894, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319239053275411178, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236892848148894, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2877, endPage=2885, ext={EN=ArticleExt(id=1319236893582152095, articleId=1319236893364048286, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Bonding Damage Evolution Process of Concrete-Epoxy Grout Composite Under Dry-Wet Interface Condition, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

The bonding strength of epoxy grout-concrete composite was investigated by axial tensile test to reveal the bonding damage evolution mechanism between epoxy grout and concrete under dry and wet interface condition. The ringing count, b value and the spatial position of acoustic emission (AE) source during the tensile process of composite were obtained by AE technique, and the spatial evolution process of bonding damage of composite was analyzed. The evolution characteristics of strain and displacement damage on the fracture surface of the composite under wet and dry interface condition were obtained by a digital image correlation method. The results show that the bonding strength under dry interface condition is 60% higher than that under wet interface condition. Under wet interface condition, the AE source of epoxy grout-concrete is concentrated at the interface, and a regular strain concentration zone is formed at the interface, showing the characteristics of interface failure. Under dry interface condition, however, there are a lot of AE sources in the concrete, and there are several irregular strain concentration zones on the fracture surface, indicating the failure mode of the concrete matrix as a whole.

, authors=Jianhui TANG¹, Xudong CHEN¹, Yin BAI², Yingjie NING³, authorsList=Jianhui TANG, Xudong CHEN, Yin BAI, Yingjie NING, authorCompany=null, correspAuthors=Xudong CHEN, 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=1319236893829616032, articleId=1319236893364048286, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=干湿界面状态下混凝土-环氧胶泥复合体黏结损伤演化过程, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为了揭示干湿界面状态下混凝土与环氧胶泥黏结损伤演化机理，采用轴拉试验研究了环氧胶泥-混凝土复合体的黏结强度，并通过声发射技术获得了复合体拉伸过程中振铃计数、b值以及声发射源空间位置，分析了复合体黏结损伤的空间演化过程。通过数字图像相关法获得了干湿界面状态下复合体断裂表面的应变和位移损伤演变特征。结果表明：干燥界面下黏结强度相比潮湿界面下高约60%。潮湿界面下混凝土-环氧胶泥的声发射源空间位置集中在界面处，并在界面处形成1条规则的应变集中带，表现出界面破坏特征；而干燥界面下混凝土内部出现大量的声发射源，断裂面存在多条不规则的应变集中带，整体表现为混凝土基体破坏模式。

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TANG Jianhui (1994-), male, Doctoral candidate. E-mail: tangjianhui1994@163.com

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TANG Jianhui (1994-), male, Doctoral candidate. E-mail: tangjianhui1994@163.com

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唐建辉（1994—），男，博士研究生。

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唐建辉（1994—），男，博士研究生。

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