Article(id=1322942927760142508, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942849381183980, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210001, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1610467200000, receivedDateStr=2021-01-13, revisedDate=1616342400000, revisedDateStr=2021-03-22, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343773069, onlineDateStr=2026-10-30, pubDate=1634659200000, pubDateStr=2021-10-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343773069, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343773069, creator=13701087609, updateTime=1793343773069, updator=13701087609, issue=Issue{id=1322942849381183980, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='10', pageStart='2045', pageEnd='2312', issueExtLink='null', onlineDate='null', pubDate='1634659200000', pubDateStr='2021-10-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343754382, creator='13701087609', updateTime=1793345931656, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322951981580562527, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942849381183980, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322951981584756832, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942849381183980, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2298, endPage=2304, ext={EN=ArticleExt(id=1322942929555304621, articleId=1322942927760142508, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Research Progress on Piezoresistive Effect of Carbon Nanotube Cement Based Composites, columnId=null, journalTitle=Journal of the Chinese Ceramic Society, columnName=null, runingTitle=null, highlight=null, articleAbstract=

A cement-based material with an appropriate amount of carbon nanotubes has a superior piezoresistive effect, which can realize the self-sensing of cement-based composite structure. The piezoresistive effect of carbon nanotube cement-based composite is affected by the material fabric and loading mode, etc.. However, the lack of the corresponding research restricts the development of the intelligent structure of cement-based materials. This review discussed the carbon nanotube content, water cement ratio and carbon nanotube dispersion for the various stages of piezoresistive effect, and analyzed the axial compression, tensile, impact load and impact loading rate, and amplitude.. The characteristics of the piezoresistive effect were pointed out, and the existing problems were given. In addition, the future studies on the piezoresistive effect of carbon nanotubes cement matrix composites were also prospected.

, authors=Yu QIN^{1, 2}, Weikai HU¹, Weina WANG¹, Pengzhen RUAN¹, Yuanxin TANG¹, authorsList=Yu QIN, Weikai HU, Weina WANG, Pengzhen RUAN, Yuanxin TANG, authorCompany=null, correspAuthors=Weina WANG, 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=1322942929773408430, articleId=1322942927760142508, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=碳纳米管水泥基复合材料压阻效应研究进展, columnId=0, journalTitle=硅酸盐学报, columnName=, runingTitle=null, highlight=null, articleAbstract=

掺入适量的碳纳米管水泥基材料具有卓越的压阻性能，继而可帮助实现水泥基复合材料结构的自感知。碳纳米管水泥基复合材料的压阻效应受到材料组构和加载模式等因素的影响，然而现存研究对此问题的重视和深度不足，限制了水泥基材料结构智能化的发展。从材料组构和加载模式2个方面，讨论了碳纳米管掺量、水灰比和碳纳米管分散性等因素对材料受外力作用下各个阶段的压阻效应影响，分析了轴压、拉伸、冲击荷载以及加载速率、幅值等影响材料从开始加载至破坏整个过程压阻效应的特征，指出了目前研究中存在的问题，展望了碳纳米管水泥基复合材料压阻效应的未来发展前景。

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QIN Yu (1983-), male, Ph. D., Senior Engineer. E-mail: qinyubridge@163.com

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QIN Yu (1983-), male, Ph. D., Senior Engineer. E-mail: qinyubridge@163.com

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秦煜（1983—），男，博士，高级工程师。

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