Article(id=1322943056198119633, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210298, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1619107200000, receivedDateStr=2021-04-23, revisedDate=1624032000000, revisedDateStr=2021-06-19, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343803691, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343803691, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343803691, creator=13701087609, updateTime=1793343803691, 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=2364, endPage=2374, ext={EN=ArticleExt(id=1322943056441389266, articleId=1322943056198119633, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Tension Stiffening and Synergistic Effect in Textile Reinforced Ultra-High Performance Concrete, columnId=1322943028415050689, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Ultra-HiHh HerHorHance Concrete Ⅱ, runingTitle=null, highlight=null, articleAbstract=

Textile reinforced ultra-high performance concrete (TR-UHPC) with carbon textile and steel fiber was prepared. The tension stiffening behavior of TR-UHPC and synergistic effects of textile and short fibers were investigated by means of experimental and numerical studies on the mechanical characteristics of textile, UHPC, interfacial bonding and TR-UHPC composites. The prepared TR-UHPC exhibits a pronounced strain-hardening behavior with multiple cracking. The tensile strength, post-crack stiffness and ductility are apparently improved. The tensile behavior of TR-UHPC is mainly affected by the bridging mechanism of steel fibers as the volume fraction of steel fiber is increased from 0.5% to 1.5%. The bonding characteristics between textile and UHPC governs as the fiber volume fraction further increases to 2.0%. The numerical model incorporates the primary mechanisms including tensile properties of textile, stress-crack width relationship of UHPC and interfacial bonding between textile and UHPC. It is indicated that the simulated data by the model are in reasonable agreement with the experimental results.

, authors=Yiming YAO^{1, 2}, Mengchao ZHAI¹, Luyao DONG¹, Jingquan WANG^{1, 2}, authorsList=Yiming YAO, Mengchao ZHAI, Luyao DONG, Jingquan WANG, authorCompany=null, correspAuthors=Jingquan 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=1322943056714019027, articleId=1322943056198119633, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=纤维网格增强超高性能混凝土拉伸刚化机理及协同增强效应, columnId=1322636275924979909, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题Ⅱ, runingTitle=null, highlight=null, articleAbstract=

制备了碳纤维网格增强超高性能混凝土（TR-UHPC），开展了纤维网格拉伸、UHPC拉伸、网格-UHPC拔出和TR-UHPC拉伸试验，并结合数值模型研究了TR-UHPC的拉伸刚化响应以及碳纤维网格和钢纤维协同作用。结果表明：TR-UHPC呈现出显著的应变硬化和多裂纹开展特性，拉伸强度、裂后刚度和延性有效提高；在钢纤维体积掺量为0.5%~1.5%时，TR-UHPC性能的提升主要由钢纤维桥连作用控制，当体积掺量为1.5%~2.0%时，纤维网格-UHPC粘结滑移性能起主要作用。数值模型考虑了包括纤维网格拉伸性能、UHPC拉伸应力-裂缝宽度响应、纤维网格-UHPC界面粘结滑移性能在内的主要作用机理，计算结果与实验结果符合较好。

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YAO Yiming (1988-), male, Ph.D., Associate Professor. E-mail: yiming.yao@seu.edu.cn

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YAO Yiming (1988-), male, Ph.D., Associate Professor. E-mail: yiming.yao@seu.edu.cn

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