Article(id=1322943368564712119, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942707957641522, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20200047, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1610640000000, receivedDateStr=2021-01-15, revisedDate=1612713600000, revisedDateStr=2021-02-08, acceptedDate=null, acceptedDateStr=null, onlineDate=1793343878164, onlineDateStr=2026-10-30, pubDate=1629388800000, pubDateStr=2021-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793343878164, onlineIssueDateStr=2026-10-30, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793343878164, creator=13701087609, updateTime=1793343878164, updator=13701087609, issue=Issue{id=1322942707957641522, tenantId=1146029695717560320, journalId=1263187385517883426, year='2021', volume='49', issue='8', pageStart='1519', pageEnd='1784', issueExtLink='null', onlineDate='null', pubDate='1629388800000', pubDateStr='2021-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793343720664, creator='13701087609', updateTime=1793345848275, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322951631859494962, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942707957641522, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322951631859494963, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1322942707957641522, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1670, endPage=1682, ext={EN=ArticleExt(id=1322943368782815928, articleId=1322943368564712119, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Constitutive Response of Hybrid Basalt-polypropylene Fiber-reinforced Concrete Based on Energy Conversion Principle, columnId=1319726165087077079, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Article, runingTitle=null, highlight=null, articleAbstract=

The constitutive behavior of hybrid basalt-polypropylene fiber-reinforced concrete (HBPRC) with different matrix strengths was investigated. The influences of basalt fiber (BF) and polypropylene fiber (PF) on the constitutive behavior and energy conversion relationship of the concrete were analyzed. The results show that the addition of BF and PF with an appropriate content can improve the ductility and strength of the concrete, but the influence of BF and PF on the elastic modulus is more complicated. In addition, the presence of BF and PF, especially their mixtures, significantly reduces the elastic strain energy release rate, increases the dissipation energy and thus improves the ductility and toughness of the concrete. Comparatively, BF is more conducive to improve the strength of the concrete, while PF mainly inhibits the expansion and penetration of macro-cracks in the concrete. Based on the statistical damage theory and dissipation energy, a constitutive model of HBPRC was proposed.

, authors=Qiang FU¹, Xu ZHAO¹, Jiaqi HE¹, Zhaorui ZHANG¹, Xiaohui ZENG², Likun NIU³, Yan WANG⁴, authorsList=Qiang FU, Xu ZHAO, Jiaqi HE, Zhaorui ZHANG, Xiaohui ZENG, Likun NIU, Yan WANG, 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=1322943369055445689, articleId=1322943368564712119, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于能量转化原理的混杂纤维混凝土本构行为, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

研究了不同基体强度的混杂玄武岩-聚丙烯纤维增强混凝土（HBPRC）的本构行为，分析了玄武岩纤维（BF）、聚丙烯纤维（PF）对混凝土本构行为、能量转化关系的影响，建立了HBPRC的本构模型。结果表明：合适掺量的BF和PF均有利于提高混凝土延性变形和强度，但对混凝土弹性模量的影响较为复杂；BF和PF，尤其是两者混杂，显著降低了混凝土的弹性应变能释放速率，增大了混凝土的耗散能，从而提高了混凝土的延性和韧性。与PF相比，BF较有利于提高混凝土的强度，而PF主要抑制混凝土宏观裂缝的扩展与贯通。基于统计损伤理论和耗散能，建立了HBPRC的本构模型。

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FU Qiang (1984-), male, Ph. D., Associate Professor. E-mail: fuqiangcsu@163.com

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FU Qiang (1984-), male, Ph. D., Associate Professor. E-mail: fuqiangcsu@163.com

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傅强（1984—），男，博士，副教授。

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傅强（1984—），男，博士，副教授。

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