Article(id=1322636297202679897, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200227, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1585497600000, receivedDateStr=2020-03-30, revisedDate=1587484800000, revisedDateStr=2020-04-22, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270666646, onlineDateStr=2026-10-29, pubDate=1605801600000, pubDateStr=2020-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270666646, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270666646, creator=13701087609, updateTime=1793270666646, updator=13701087609, issue=Issue{id=1322636274364698818, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='11', pageStart='1689', pageEnd='1864', issueExtLink='null', onlineDate='null', pubDate='1605801600000', pubDateStr='2020-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270661202, creator='13701087609', updateTime=1793277186220, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663642319930111, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663642319930112, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636274364698818, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1732, endPage=1739, ext={EN=ArticleExt(id=1322636297416589402, articleId=1322636297202679897, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Flexural Properties of Ultra-high Performance Concrete Under Different Temperatures, columnId=1322636275505549507, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue for Ultra-high Performance Concrete Ⅱ, runingTitle=null, highlight=null, articleAbstract=

The bending properties of ultra-high performance concrete (UHPC) at ambient and low temperatures (i.e., 20 ℃ and-20 ℃) were investigated. The results show that the strength and elastic modulus of UHPC increase with decreasing the temperature, and the strength increases more significantly than the elastic modulus. Compared to the corresponding results at 20 ℃, the cubic compressive strength, the prism compressive strength, the splitting tensile strength, the flexural cracking strength, the flexural limit strength and the elastic modulus of UHPC at -20 ℃ are increased by 7.3%, 8.0%, 10.8%, 13.7%, 9.0% and 4.1%, respectively. The flexural deformability and ductility of UHPC decrease with decreasing the temperature. Compared to the corresponding results at 20 ℃, even though the initial crack strain of UHPC at -20 ℃ is increased by 6.3%, resulting from that the flexural cracking strength of UHPC increases more significantly than its elastic modulus, and the peak strain, limit strain, residual strain and ductility index of UHPC at -20 ℃ are decreased by 2.9%, 8.2%, 5.5% and 6.4%, respectively.

, authors=Zhi FANG^{1, 2}, Shaokun LIU¹, Zhengyu HUANG¹, Junting CHEN¹, authorsList=Zhi FANG, Shaokun LIU, Zhengyu HUANG, Junting CHEN, authorCompany=null, correspAuthors=null, authorNote=, correspAuthorsNote=null, 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=1322636297630498907, articleId=1322636297202679897, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=不同温度下超高性能混凝土的弯拉性能, columnId=1322636275924979909, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题Ⅱ, runingTitle=null, highlight=null, articleAbstract=

为明确常温和低温环境下超高性能混凝土（UHPC）材料弯拉性能的不同特征，对-20 ℃和20 ℃两种温度下UHPC的弯曲性能进行了研究。结果表明：随着温度的降低，UHPC的强度和弹性模量均有所提高，且强度的提高幅度更为显著。与20 ℃时的相应值相比，-20 ℃时UHPC的立方体抗压强度、棱柱体抗压强度、劈裂抗拉强度、弯拉开裂强度、弯拉极限强度和轴压弹性模量分别提高了7.3%、8.0%、10.8%、13.7%、9.0%和4.1%；随着温度的降低，UHPC材料的变形性能和延性性能总体上有所降低。与20 ℃时的相应值相比，-20 ℃时虽然由于UHPC的开裂强度较其弹性模量提高的幅度更大使得弯拉试件的初裂应变提高了6.3%，但其峰值应变、极限应变、残余应变以及延性系数则分别降低了2.9%、8.2%、5.5%和6.4%。

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FANG Zhi (1963-), male, Ph.D., Professor. E-mail: fangzhi@hnu.edu.cn

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FANG Zhi (1963-), male, Ph.D., Professor. E-mail: fangzhi@hnu.edu.cn

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方志（1963—），男，博士，教授。

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