Article(id=1322636268115185805, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636234858550134, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200238, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1585756800000, receivedDateStr=2020-04-02, revisedDate=1589731200000, revisedDateStr=2020-05-18, acceptedDate=null, acceptedDateStr=null, onlineDate=1793270659712, onlineDateStr=2026-10-29, pubDate=1603123200000, pubDateStr=2020-10-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793270659712, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793270659712, creator=13701087609, updateTime=1793270659712, updator=13701087609, issue=Issue{id=1322636234858550134, tenantId=1146029695717560320, journalId=1263187385517883426, year='2020', volume='48', issue='10', pageStart='1505', pageEnd='1688', issueExtLink='null', onlineDate='null', pubDate='1603123200000', pubDateStr='2020-10-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793270651783, creator='13701087609', updateTime=1793277146795, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322663476976267430, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636234858550134, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322663476976267431, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322636234858550134, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1669, endPage=1681, ext={EN=ArticleExt(id=1322636269906153614, articleId=1322636268115185805, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Influence of Hybrid Steel Fibers on Interfacial Bond Performance Between Steel Fiber and Ultrahigh-performance Concrete, columnId=null, journalTitle=Journal of the Chinese Ceramic Society, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The bonding performance of steel fibers (i.e., straight and hooked-end steel fibers) in hybrid steel fibers reinforced ultrahigh-performance concrete (UHPC) was investigated through single steel fiber pullout tests. Based on the load-displacement curves of steel fibers, the effects of hybrid steel fibers and their volume fraction on the bonding properties between hybrid steel fibers and UHPC were analyzed, and the correlation between the fiber-UHPC interfacial bonding properties and the compressive strength of UHPC was discussed. The pullout processes of steel fibers in hybrid steel fibers reinforced UHPC were clarified, and the pullout load-slip models of the straight and hooked-end steel fibers during the pullout processes were proposed. It is indicated that the hybrid of steel fibers could achieve an optimum interfacial bond performance between steel fibers and UHPC at the volume fraction of both straight and hooked-end steel fibers embedded in the UHPC matrix of 1%.

, authors=Ping ZHU^{1, 2}, Yanhai CHI¹, Dutao YI¹, Zhe ZHANG³, Xudong SHAO¹, authorsList=Ping ZHU, Yanhai CHI, Dutao YI, Zhe ZHANG, Xudong SHAO, authorCompany=null, correspAuthors=Dutao YI, 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=1322636270136840335, articleId=1322636268115185805, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=混杂钢纤维对钢纤维-超高性能混凝土界面黏结性能的影响, columnId=null, journalTitle=硅酸盐学报, columnName=, runingTitle=null, highlight=null, articleAbstract=

通过单根钢纤维拉拔试验，研究了2种钢纤维（平直型和端钩型钢纤维）在混杂钢纤维超高性能混凝土（UHPC）中的黏结性能。基于实测钢纤维拉拔荷载-位移曲线，分析了钢纤维混杂配比、钢纤维体积掺量对钢纤维-UHPC基体界面黏结性能的影响，以及钢纤维-UHPC基体界面黏结性能与UHPC抗压强度的关系，阐明了钢纤维在混杂钢纤维UHPC中的拔出过程，并建立了平直型和端钩型钢纤维拔出过程的黏结-滑移模型。指出UHPC基体内平直型和端钩型钢纤维体积掺量均为1%（体积分数）时，钢纤维混杂对钢纤维-UHPC基体界面黏结性能的增强效果最佳。

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朱平（1977—），男，博士，讲师。

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