Article(id=1322943051282395304, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210391, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1621094400000, receivedDateStr=2021-05-16, revisedDate=1626969600000, revisedDateStr=2021-07-23, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343802518, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343802518, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343802518, creator=13701087609, updateTime=1793343802518, 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=2384, endPage=2392, ext={EN=ArticleExt(id=1322943051500499113, articleId=1322943051282395304, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Tensile Response of Strain-Hardening Ultra-High Performance Fiber Concrete Thin Layer Based on Fiber Orientation Distribution, columnId=1322943028415050689, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Ultra-HiHh HerHorHance Concrete Ⅱ, runingTitle=null, highlight=null, articleAbstract=

The distribution of fiber orientation in strain-hardening ultrahigh performance concrete (SH-UHPC) thin slab was measured by a non-destructive test (NDT) method using a magnetic probe. Afterwards, the dumbbell specimens and rectangular plates were extracted orthotopically along the flowing direction of fresh mixture. The direct tensile test (DTT), 4-point bending test (4PBT) and inverse analysis were then conducted. The results indicate that the fibers tend to align perpendicularly toward the flow direction of fresh mixture in SH-UHPC thin layer under horizontal free-flow condition. The tensile response (inelastic part) of SH-UHPC ranges widely in thin slab, mainly due to the continuous change of fiber orientation along the flowing direction. Compared with 4PBT, DTT can directly, comprehensively, and accurately reflect the tensile response of SH-UHPC in thin slab. In addition, the correction factor for tensile strength (i.e., K_f=1.12) in thin slab is less than the recommended value in AFGC standard, and the correction factor for ultimate strain K_ε in thin slab is 1.25 based on the experimental results and available data from the corresponding literature.

, authors=Xiujiang SHEN^{1, 2}, Xudong SHAO¹, Eugen BRÜHWILER², authorsList=Xiujiang SHEN, Xudong SHAO, Eugen BRÜHWILER, authorCompany=null, correspAuthors=Xudong SHAO, 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=1322943051718602922, articleId=1322943051282395304, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于纤维取向分布的应变硬化超高性能混凝土薄层抗拉性能, columnId=1322636275924979909, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题Ⅱ, runingTitle=null, highlight=null, articleAbstract=

采用电磁无损检测分析自由流动浇筑的应变硬化超高性能混凝土（SH-UHPC）薄板内纤维取向分布，对沿垂直流动方向切割的试件进行直接拉伸试验（DTT）、四点弯曲试验（4PBT）及反分析。结果表明：在水平自由流动状态下，SH-UHPC薄层中纤维趋于垂直流动方向分布；SH-UHPC薄板内抗拉性能（非弹性段）波动大，主要由于纤维取向随着流动距离而不断变化；相比于4PBT，DTT能够更直接、更全面且更准确的得到SH-UHPC的抗拉性能。此外，基于试验及统计数据分析表明，SH-UHPC薄板中（90°方向）抗拉强度修正系数K_f=1.12，低于法国AFGC的推荐值；极限应变修正系数K_ε=1.25。

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SHEN Xiujiang (1990-), male, Ph. D., Assistant Researcher. E-mail: xiujiangshen@hnu.edu.cn

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沈秀将（1990—），男，博士，助理研究员。

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沈秀将（1990—），男，博士，助理研究员。

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