Article(id=1322943087777034668, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210142, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1614182400000, receivedDateStr=2021-02-25, revisedDate=1621094400000, revisedDateStr=2021-05-16, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343811220, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343811220, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343811220, creator=13701087609, updateTime=1793343811220, updator=13701087609, issue=Issue{id=1322943027827848128, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='11', pageStart='2313', pageEnd='2548', issueExtLink='null', onlineDate='null', pubDate='1637337600000', pubDateStr='2021-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343796927, creator='13701087609', updateTime=1793345952795, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322952070252343421, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322952070252343422, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2494, endPage=2501, ext={EN=ArticleExt(id=1322943088116773293, articleId=1322943087777034668, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Influence of Restraint on Surface Damage of Concrete Under Single-Side Salt Freezing and Thawing, columnId=1319726165087077079, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Article, runingTitle=null, highlight=null, articleAbstract=

The effect of restraint (i.e., expansion restraint and shrinkage restraint) on the surface damage of single-side salt freezing and thawing (SSFT) of concrete and its mechanism were investigated. After every four SSFT cycles and the strain during the cooling phase of the first SSFT cycle, the surface scaling was measured on the restrained concrete with a water-cement ratio of 0.40, and the tensile stress in the ice on the concrete surface was calculated. The results show that the surface scaling of restrained concrete is greater than that of free concrete, and it increases with the increase of the expansion restraint stress, but has little relationship with the shrinkage restraint stress. Compared to the free concrete, the tensile stress in the ice on the restrained concrete's surface is greater, and it is influenced by the expansion restraint stress positively. The results calculated based on the theory of "glue-spall" indicate that the expansion restrains cause the ice to crack more easily and more serious surface damage to concrete under the ice.

, authors=Zhihao GAO, Ling WANG, Xia ZHAO, authorsList=Zhihao GAO, Ling WANG, Xia ZHAO, authorCompany=null, correspAuthors=Ling 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=1322943088343265711, articleId=1322943087777034668, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=约束对单面盐冻混凝土表面损伤的影响及机理, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

研究约束（膨胀约束、收缩约束）对单面盐冻混凝土表面损伤的影响及作用机理，测试了水灰比为0.40的自由态和约束态混凝土每4次盐冻循环的表面剥落量和首次盐冻循环降温过程中的混凝土应变，计算了混凝土表面冰层中的拉应力。结果表明：约束态混凝土表面剥落量比自由态混凝土大；约束态混凝土表面剥落量随膨胀约束应力增大而增加，受收缩约束应力影响较小。与自由态混凝土相比，约束态混凝土表面冰层中的拉应力较大且随膨胀约束应力增大而增大；根据“粘贴-剥落”理论计算并证明了膨胀约束导致冰层更易开裂，引发了冰层下混凝土发生更严重表面损伤。

, authors=高志浩, 王玲, 赵霞, authorsList=高志浩, 王玲, 赵霞, authorCompany=null, correspAuthors=王玲, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=lybgmJhcpbMsQPeum4VlZw==, magXml=p38Csg0ZmP3gehu1ltQlqQ==, pdfUrl=null, pdf=JUhOYLS6OS7LCkI4L5PiUg==, pdfFileSize=4367489, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=L7l+3Es8xdjUN9MaW0aMyw==, mapNumber=null, fund=null)}, authors=[Author(id=1322943088611701172, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1322943087777034668, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=78775790@qq.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1322943088695587254, tenantId=1146029695717560320, journalId=1263187385517883426, articleId=1322943087777034668, authorId=1322943088611701172, language=EN, stringName=Zhihao GAO, firstName=Zhihao, middleName=null, lastName=GAO, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=The State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing 100024, China, bio={"content":"

GAO Zhihao (1992-), male, Doctoral candidate. E-mail: 78775790@qq.com

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GAO Zhihao (1992-), male, Doctoral candidate. E-mail: 78775790@qq.com

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高志浩（1992—），男，博士研究生。

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高志浩（1992—），男，博士研究生。

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