Article(id=1322636171402924371, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200205, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1584892800000, receivedDateStr=2020-03-23, revisedDate=1586793600000, revisedDateStr=2020-04-14, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270636654, onlineDateStr=2026-10-29, pubDate=1597852800000, pubDateStr=2020-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270636654, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270636654, creator=13701087609, updateTime=1793270636654, updator=13701087609, issue=Issue{id=1322636152813768892, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='8', pageStart='1145', pageEnd='1352', issueExtLink='null', onlineDate='null', pubDate='1597852800000', pubDateStr='2020-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270632222, creator='13701087609', updateTime=1793277122165, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663373687337109, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663373687337110, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636152813768892, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1223, endPage=1232, ext={EN=ArticleExt(id=1322636172032069972, articleId=1322636171402924371, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Passivation Behavior of Steel Bar in Sea Sand Ultra-high Performance Cement Evaluated Using Electrochemical Method, columnId=1322636153396777149, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue for Ultra-high Performance ConcreteⅠ, runingTitle=null, highlight=null, articleAbstract=

Ultra-high performance concrete (UHPC) and common mortar were prepared using simulated sea sand at different chloride ion contents. The electrochemical indexes of the internal reinforcement during passivation period were measured by linear polarization resistance (LPR), electrochemical impedance spectroscopy (EIS) and cyclic polarization. The passivation evolution of reinforcement and the effect of chloride ion on the growth of passivation film were investigated, and the passivation behavior difference between UHPC and ordinary mortar was compared. The experiment results show that the corrosion rate of reinforcement in UHPC decreases with the increase of age. The corrosion rate is accelerated, but its effect is limited, and it has no effect on the density of passive film when chloride ion content in sea sand is increased. When the content of chloride ion in the sea sand is below 0.448%, the steel bars could be passivated within 10 d, and the corrosion rate is the similar after passivation.

, authors=Jiangang WEI^{1, 2}, Xuehai BIAN¹, Wei HUANG¹, Rong CHEN¹, Baochun CHEN¹, Qingwei HUANG¹, Jiamin ZHOU¹, Yaowen WU¹, authorsList=Jiangang WEI, Xuehai BIAN, Wei HUANG, Rong CHEN, Baochun CHEN, Qingwei HUANG, Jiamin ZHOU, Yaowen WU, authorCompany=null, correspAuthors=Wei HUANG, 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=1322636172250173781, articleId=1322636171402924371, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=用电化学方法评价海砂超高性能混凝土中钢筋钝化行为, columnId=1322636153585520831, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题, runingTitle=null, highlight=null, articleAbstract=

采用不同氯离子含量的模拟海砂制备超高性能混凝土（UHPC）及普通砂浆，通过线性极化法、交流阻抗法和循环极化法测试其内部钢筋钝化期内的电化学指标，研究了海砂UHPC中钢筋致钝演化规律，及氯离子对钢筋钝化膜生长的影响，并对比了海砂UHPC与普通海砂砂浆中钢筋钝化行为的差异性。结果表明：随着龄期增长，海砂UHPC中钢筋的锈蚀速率降低；随着海砂氯离子含量增大，锈蚀速率加快，但其影响有限，并没有对钝化膜的致密性造成影响；海砂氯离子含量在0.448%以下，钢筋均可在10 d内钝化，且钝化后锈蚀速率基本相同。

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WEI Jiangang (1971-), male, Ph.D., Researcher. E-mail: weijg@fzu.edu.cn

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