Article(id=1322609004459705193, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322608967147172356, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20190471, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1556121600000, receivedDateStr=2019-04-25, revisedDate=1564761600000, revisedDateStr=2019-08-03, acceptedDate=null, acceptedDateStr=null, onlineDate=1793264159550, onlineDateStr=2026-10-29, pubDate=1582128000000, pubDateStr=2020-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793264159550, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793264159550, creator=13701087609, updateTime=1793264159550, updator=13701087609, issue=Issue{id=1322608967147172356, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='2', pageStart='147', pageEnd='324', issueExtLink='null', onlineDate='null', pubDate='1582128000000', pubDateStr='2020-02-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793264150653, creator='13701087609', updateTime=1793276939599, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322662607933255748, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322608967147172356, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322662607933255749, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322608967147172356, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=258, endPage=272, ext={EN=ArticleExt(id=1322609004803638122, articleId=1322609004459705193, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Chloride Transport in Concrete Subjected to Freeze-Thaw Cycles - A Short Review, columnId=null, journalTitle=Journal of the Chinese Ceramic Society, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The durability of the concrete under salt-freezing environment is rapidly degraded due to the coupling effect. In this review, the research results of chloride transport under freeze-thaw cycles were summarized according tothe mechanical behavior, the diffusivity of chloride and several protective measurements. In freeze-thaw action, the concrete damage could be divided into two stages, and the two-stage damage theory was proposed to describe the initial and diffusion of damage, respectively. Some experimental methods were used to quantitatively investigate the damage degree of concrete. The relationships between damage degree and diffusion coefficient wereestablished to deal with the acceleration effect of freeze-thaw cycle on chloride transport. The influence of influencing factors on the chloride transport under freeze-thaw cycle was investigated. The existing studies are mostly obtained from lab-scale experiments, thus restricting the quantitative evaluation of the life of actual concrete structures. A series of protective measures, such as surface treatment, electrochemical rehabilitation/protection and addition of admixture were proposed, and afuture research direction in this field was discussed based on three aspects, i.e., experiment, theory and modelling.

, authors=Wen-qiang JIANG^{1, 2}, Qing-feng LIU^{1, 2}, authorsList=Wen-qiang JIANG, Qing-feng LIU, authorCompany=null, correspAuthors=Qing-feng LIU, 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=1322609005260817259, articleId=1322609004459705193, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=冻融循环下混凝土中氯离子传输研究进展, columnId=1263922774356181565, journalTitle=硅酸盐学报, columnName=综合评述, runingTitle=null, highlight=null, articleAbstract=

钢筋混凝土结构遭受氯盐侵蚀和冻融循环的共同作用时，其耐久性能会迅速降低。本文针对冻融循环下混凝土中氯离子传输过程，从混凝土物理性能、氯离子传输性能和保护措施3个方面总结相关研究成果。冻融循环过程中混凝土损伤分为两个阶段，两阶段损伤理论可以较好描述冻融损伤初始和扩散阶段。结合实验可量化氯盐侵蚀和冻融循环双重作用下混凝土的损伤程度，冻融损伤和氯离子扩散系数之间的关系能够有效描述冻融循环对氯离子传输的加速效应，以此为基础可探究各影响因素对冻融循环下混凝土中氯离子传输性能的影响。但是目前的研究结果、规律多为实验室条件下获得，对于定量评估实际混凝土结构的寿命仍有局限性。最后介绍了3种常见的防护方法，分别是表面处理、电化学修复/防护技术以及添加掺合料，并对未来该领域的发展方向从实验、理论和模型三方面进行展望。

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JIANG Wenqiang (1994-), male, Master candidate. E-mail: wqjiang11@163.com

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JIANG Wenqiang (1994-), male, Master candidate. E-mail: wqjiang11@163.com

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姜文镪（1994—），男，硕士研究生。

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姜文镪（1994—），男，硕士研究生。

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