Article(id=1318979419369231116, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20230540, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1690300800000, receivedDateStr=2023-07-26, revisedDate=1692547200000, revisedDateStr=2023-08-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1792398799029, onlineDateStr=2026-10-19, pubDate=1700409600000, pubDateStr=2023-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792398799029, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792398799029, creator=13701087609, updateTime=1792398799029, updator=13701087609, issue=Issue{id=1318979383570837667, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='11', pageStart='2739', pageEnd='3038', issueExtLink='null', onlineDate='null', pubDate='1700409600000', pubDateStr='2023-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792398790495, creator='13701087609', updateTime=1792399377667, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1318981846411629158, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1318981846411629159, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1318979383570837667, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2876, endPage=2889, ext={EN=ArticleExt(id=1318979419591529229, articleId=1318979419369231116, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Research Progress on Multi-Scale Cracking Resistance and Toughening Mechanisms for Cement-Based Materials, columnId=1321891859069255955, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Advanced Marine Materials—Review, runingTitle=null, highlight=null, articleAbstract=

Cement-based materials have a multi-phase and multi-scale structure, and each component forming the structure affects the overall toughness to varying degrees. This review summarized the cracking-resistance and toughening mechanisms of relevant components classified in macroscale, mesoscale and nanoscale to cement-based materials. In the macroscale (such as the cementitious component, aggregate, admixture, fiber, water-binder ratio, curing system, etc.), the influence mechanisms of the physicochemical effects of relevant components on the cracking resistance and toughening characteristics of cement-based materials were analyzed. In the mesoscale (such as microsphere, whisker, capillary crystalline material, etc.), the enhancement effects such as volcanic ash, filling, bridging, bonding, capillary crystallization were described. In the nanoscale (such as nano-SiO₂, nano-CaCO₃, graphene, carbon nanotube, microorganism, nano-polymer, etc.), the mechanisms enhancing and optimizing the microstructure of hydration products, growth mode, and pore structure of hardened paste were introduced. The conjugating toughening effects of cross-scale components such as 'carbon fiber+carbon nanotubes', 'fiber+whisker+graphene' were elucidated. In addition, the shortcomings in the current application/research, and the future development trends for toughening components in different scales were also discussed.

, authors=Dongyi LEI^{1, 2}, Mingang LI¹, Peng ZHANG¹, Binbin YIN³, Ying LI¹, Linping SONG¹, Jiqing ZHANG⁴, Xiucai ZHANG⁵, Guixia LU¹, Kai QIAN⁶, Jiaping LIU², authorsList=Dongyi LEI, Mingang LI, Peng ZHANG, Binbin YIN, Ying LI, Linping SONG, Jiqing ZHANG, Xiucai ZHANG, Guixia LU, Kai QIAN, Jiaping LIU, authorCompany=null, correspAuthors=Peng ZHANG, Ying LI, 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=1318979419880936206, articleId=1318979419369231116, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=水泥基材料多尺度抗裂增韧机理研究进展, columnId=1321891859673235732, journalTitle=硅酸盐学报, columnName=先进海洋材料专题—综合评述, runingTitle=null, highlight=null, articleAbstract=

水泥基材料为多相多尺度结构，各组分均不同程度影响整体韧性，将相关组分按宏观、介观、纳观3个尺度分类概述其对水泥基材料的抗裂增韧机理。宏观尺度如胶凝组分、集料、外加剂、纤维、水胶比、养护制度等，分析其物化效应对水泥基材料抗裂增韧特性的影响机理；介观尺度如微珠、晶须、渗透结晶材料等微米级增强材料，阐述其火山灰、填充、桥接、键合、渗透结晶等增强效应；纳观尺度如纳米SiO₂、纳米CaCO₃、石墨烯、碳纳米管及微生物、纳米聚合物等纳米级增强材料，介绍其对水化产物微观结构、生长方式及硬化浆体孔结构的增强及优化机理；并阐述‘碳纤维+碳纳米管’、‘纤维+晶须+石墨烯’等跨尺度组分的共轭增韧效应。最后，讨论不同尺度增韧组分当前应用、研究中的不足及发展趋势。

, authors=雷东移^{1, 2}, 李明昂¹, 张鹏¹, 尹斌斌³, 李莹¹, 宋淋萍¹, 张吉庆⁴, 张秀才⁵, 卢桂霞¹, 钱凯⁶, 刘加平², authorsList=雷东移, 李明昂, 张鹏, 尹斌斌, 李莹, 宋淋萍, 张吉庆, 张秀才, 卢桂霞, 钱凯, 刘加平, authorCompany=null, correspAuthors=张鹏, 李莹, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=f7l7VPtSX6WrA86+OQ8aQA==, magXml=W9GYoZ1fyKAIP5UmqW19uw==, pdfUrl=null, pdf=Mzzh7AJ0cNnO0hhf70lsng==, pdfFileSize=1067712, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=OfkorVINbWzYMGB5KzjedA==, mapNumber=null, fund=null)}, authors=[Author(id=1322532590880408085, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1318979419369231116, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=leidongyi@qut.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1322532590993654296, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1318979419369231116, authorId=1322532590880408085, language=EN, stringName=Dongyi LEI, firstName=Dongyi, middleName=null, lastName=LEI, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=^1.Department of Civil Engineering, Engineering Research Center of Concrete Technology under Marine Environment, Ministry of Education, Qingdao University of Technology, Qingdao 266520, Shandong, China
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LEI Dongyi (1986-), male, Ph.D., Associate Professor. E-mail: leidongyi@qut.edu.cn

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LEI Dongyi (1986-), male, Ph.D., Associate Professor. E-mail: leidongyi@qut.edu.cn

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雷东移（1986—），男，博士，副教授。

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