Article(id=1319987086401327820, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319987055371858691, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20210343, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1619712000000, receivedDateStr=2021-04-30, revisedDate=1635177600000, revisedDateStr=2021-10-26, acceptedDate=null, acceptedDateStr=null, onlineDate=1792639045572, onlineDateStr=2026-10-22, pubDate=1645286400000, pubDateStr=2022-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792639045572, onlineIssueDateStr=2026-10-22, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792639045572, creator=13701087609, updateTime=1792639045572, updator=13701087609, issue=Issue{id=1319987055371858691, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='2', pageStart='277', pageEnd='554', issueExtLink='null', onlineDate='null', pubDate='1645286400000', pubDateStr='2022-02-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792639038174, creator='13701087609', updateTime=1792639254308, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319987961958089069, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319987055371858691, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319987961958089070, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319987055371858691, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=438, endPage=444, ext={EN=ArticleExt(id=1319987086657180365, articleId=1319987086401327820, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Scale Effect of Coarse Aggregate Content on Flexural Tensile Strength of Ultra-High Performance Concrete, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

Ultra-high performance concrete (UHPC) prismatic specimen with different water-binder ratios, coarse aggregate contents, steel fiber volume fractions, and specimen dimensions were prepared. The influences of water-binder ratio, coarse aggregate content and steel fiber volume fraction as well as the scale effect on the flexural tensile strength of UHPC containing coarse aggregate were investigated. The results show that the flexural tensile strength of UHPC containing coarse aggregate decreases with the increase of the water-binder ratio and the coarse aggregate content. The scale effect on the flexural tensile strength of UHPC containing coarse aggregate is greater than that of UHPC without coarse aggregate. The scale effect on the flexural tensile strength of UHPC containing coarse aggregate decreases gradually with the increase of water-binder ratio. The scale conversion coefficient of flexural tensile strength of UHPC containing coarse aggregate and the parameter calculation formula of scale effect law were proposed for predicting the flexural tensile strength of UHPC with coarse aggregate.

, authors=Jie SU^{1, 2}, Caijun SHI^{1, 2}, Feiyang LU¹, Zhi FANG¹, authorsList=Jie SU, Caijun SHI, Feiyang LU, Zhi FANG, 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=1319987086875284174, articleId=1319987086401327820, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=含粗骨料超高性能混凝土弯拉强度尺寸效应, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

制备不同粗骨料含量、水胶比、钢纤维含量的超高性能混凝土（UHPC）棱柱体试件，分析了粗骨料含量、水胶比和钢纤维体积掺量等对UHPC弯拉强度及尺寸效应的影响。结果表明：含粗骨料UHPC的弯拉强度随水胶比和粗骨料含量的提高呈下降趋势。随粗骨料含量的提高，UHPC弯拉强度尺寸效应趋于显著。含粗骨料UHPC弯拉强度尺寸效应随水胶比的提高而逐渐减弱。建议了含粗骨料UHPC弯拉强度尺寸换算系数，提出了尺寸效应律参数计算公式，可预测含粗骨料UHPC的弯拉强度。

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SU Jie (1979-), male, Ph. D, Associate Professor. E-mail: iamsujie@163.com

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SU Jie (1979-), male, Ph. D, Associate Professor. E-mail: iamsujie@163.com

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苏捷（1979—），男，博士，副教授。

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苏捷（1979—），男，博士，副教授。

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