Article(id=1319222669871001949, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220440, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1655049600000, receivedDateStr=2022-06-13, revisedDate=1658246400000, revisedDateStr=2022-07-20, acceptedDate=null, acceptedDateStr=null, onlineDate=1792456794468, onlineDateStr=2026-10-20, pubDate=1684512000000, pubDateStr=2023-05-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792456794468, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792456794468, creator=13701087609, updateTime=1792456794468, updator=13701087609, issue=Issue{id=1319222668956643677, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='5', pageStart='1091', pageEnd='1372', issueExtLink='null', onlineDate='null', pubDate='1684512000000', pubDateStr='2023-05-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792456794251, creator='13701087609', updateTime=1792456976356, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319223432827490920, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319223432827490921, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1202, endPage=1209, ext={EN=ArticleExt(id=1319222670080717150, articleId=1319222669871001949, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Effect of Low Temperature and Low Humidity Curing Condition on Microstructure of Concrete, columnId=1321891041012200067, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Progress on Cement-Based Materials—Research Articles, runingTitle=null, highlight=null, articleAbstract=

To further understand the influence of climate environment on the microstructure of concrete materials in northwestern China, the microstructure characteristics of concrete under different temperature and humidity curing conditions were investigated by a nano-indentation technology. The results show that the lack of curing temperature and humidity leads to the increase of capillary pores and low-density calcium silicate hydrate (C-S-H) gel content in cement mortar. The indentation modulus and hardness of concrete interfacial transition zone (ITZ) under different curing conditions were statistically analyzed. It is indicated that the average thickness of concrete ITZ is increased by 5 μm and 10 μm when the curing conditions are 10 ℃-70% relative humidity (RH) and 3 ℃-50% RH, respectively, compared with that the curing condition is 20 ℃-95% RH.

, authors=Junhao CHEN¹, Yanlong LI¹, Heng ZHOU², Yang LI¹, Hanyu GUO¹, authorsList=Junhao CHEN, Yanlong LI, Heng ZHOU, Yang LI, Hanyu GUO, authorCompany=null, correspAuthors=Yanlong 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=1319222670340763999, articleId=1319222669871001949, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=低温低湿养护条件对混凝土微观结构影响, columnId=1321891041192555140, journalTitle=硅酸盐学报, columnName=水泥基材料研究新进展—研究论文, runingTitle=null, highlight=null, articleAbstract=

为了进一步认识中国西北气候环境对混凝土材料微观结构的影响，采用纳米压痕技术对不同温湿度养护条件下混凝土的微观结构特征开展试验研究。结果表明：从不同水化产物相的体积分数结果来看，养护温湿度不足会使得水泥砂浆中毛细孔隙和低密度水化硅酸钙（C-S-H）凝胶含量增多。通过对不同养护条件下混凝土界面过渡区的压痕模量和硬度统计结果可知，相比于20 ℃-95%相对湿度（RH）养护条件，当养护条件为10 ℃-70% RH和3 ℃-50% RH时，混凝土的界面过渡区平均厚度分别增加了5 μm和10 μm。

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CHEN Junhao (1990-), male, Doctoral candidate. E-mail: chenjunhao0966@163.com

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CHEN Junhao (1990-), male, Doctoral candidate. E-mail: chenjunhao0966@163.com

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陈俊豪（1990—），男，博士研究生。

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陈俊豪（1990—），男，博士研究生。

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