Article(id=1322943033615986688, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322943027827848128, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210362, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1620230400000, receivedDateStr=2021-05-06, revisedDate=1626278400000, revisedDateStr=2021-07-15, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343798306, onlineDateStr=2026-10-30, pubDate=1637337600000, pubDateStr=2021-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343798306, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343798306, creator=13701087609, updateTime=1793343798306, 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=2346, endPage=2354, ext={EN=ArticleExt(id=1322943033817313281, articleId=1322943033615986688, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Strain-Hardening Mechanism of Ultra-High Performance Concrete Based on Polyethylene Fiber Surface Modification, columnId=1322943028415050689, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Ultra-HiHh HerHorHance Concrete Ⅱ, runingTitle=null, highlight=null, articleAbstract=

Strain-hardening and cracking behavior of UHPC incorporating hydrophobic polyethylene (PE) fibers modified at different concentrations of silane coupling agent (SCA) solution were investigated. The results indicate that for UHPC with a low water binder ratio (0.18), the fiber modified with 3% SCA solution has a better strain-hardening behavior and a more significant multi-cracking behavior. The mechanism for the effect of the surface modification of PE fibers on the strain-hardening of UHPC is due to an effective chemical bonding between the functional groups of SCA attached on the surface of PE fibers and matrix, in which the free hydroxyl group condenses with C-S-H, and the hydroxyl group forms a complexation bond with Ca²⁺ in Ca(OH)₂.

, authors=Gui ZHANG¹, Gaifei PENG¹, Zehao LEI^{1, 2}, Xujing NIU³, Hong DING⁴, Yuheng JIANG^{5, 6}, Yuchun FAN⁴, authorsList=Gui ZHANG, Gaifei PENG, Zehao LEI, Xujing NIU, Hong DING, Yuheng JIANG, Yuchun FAN, authorCompany=null, correspAuthors=Gaifei PENG, 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=1322943034102525954, articleId=1322943033615986688, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于聚乙烯纤维表面改性的超高性能混凝土应变硬化机理, columnId=1322636275924979909, journalTitle=硅酸盐学报, columnName=超高性能混凝土专题Ⅱ, runingTitle=null, highlight=null, articleAbstract=

采用不同浓度硅烷偶联剂（SCA）溶液对憎水的聚乙烯纤维（PE纤维）进行表面改性处理，用表面改性后的PE纤维制备超高性能混凝土（UHPC），测定其直拉应变硬化与开裂行为。结果表明：对于低水胶比（0.18） UHPC，掺有3%浓度SCA溶液改性PE纤维得到了较好的应变硬化效果，多缝开裂效果更为显著。改性PE纤维影响UHPC应变硬化的机理是，附着在PE纤维表面的硅烷偶联剂官能团与基体之间建立较强的化学粘结力，其中的自由羟基（—OH）与基体中水化产物C-S-H发生缩合反应，羟基（—OH）与Ca（OH）₂中的Ca²⁺之间发生配位化合作用。

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ZHANG Gui (1991-), male, Doctoral candidate. E-mail: guizhang@bjtu.edu.cn

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ZHANG Gui (1991-), male, Doctoral candidate. E-mail: guizhang@bjtu.edu.cn

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张贵（1991—），男，博士研究生。

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张贵（1991—），男，博士研究生。

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