Article(id=1319236455323517272, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20211188, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1640880000000, receivedDateStr=2021-12-31, revisedDate=1650816000000, revisedDateStr=2022-04-25, acceptedDate=null, acceptedDateStr=null, onlineDate=1792460081176, onlineDateStr=2026-10-20, pubDate=1660924800000, pubDateStr=2022-08-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792460081176, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792460081176, creator=13701087609, updateTime=1792460081176, updator=13701087609, issue=Issue{id=1319236433387303232, tenantId=1146029695717560320, journalId=1263187385517883426, year='2022', volume='50', issue='8', pageStart='2067', pageEnd='2350', issueExtLink='null', onlineDate='null', pubDate='1660924800000', pubDateStr='2022-08-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792460075946, creator='13701087609', updateTime=1792460621958, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319238723569569958, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319238723569569959, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319236433387303232, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=2212, endPage=2220, ext={EN=ArticleExt(id=1319236455533232473, articleId=1319236455323517272, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Properties of Alkali Activated Mortar Fresh and Hardened Properties Based on Fiber Reinforced Index, columnId=1263922769897599102, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Articles, runingTitle=null, highlight=null, articleAbstract=

In order to explore the mechanism of action of fiber in alkali-activated materials, 26 groups of fiber reinforced alkali-activated mortar (FRAAM) were prepared at different length to diameter ratios, volume contents of polypropylene fiber (PPF) and water-binder ratios. The influence of fiber reinforced index (I) on the slump spread, flow rate, apparent density, ultrasonic wave velocity, compressive strength, bending strength, and crack fractal dimension of FRAAM was investigated. The results show that the effect of water-binder ratio on the plastic viscosity of FRAAM is more dominant than that on the yield stress. When I is less than critical I (I_c, i.e., 100), the influence of fibers is slight, the distance between fibers is far, and the workability of FRAAM is basically not affected. However, fibers are difficult to limit the cracking of mortar and improve its mechanical properties. When I is between I_c (i.e., 100) and dense I (I_d, i.e., 350), the flexural strength, compressive strength and fracture fractal dimension of FRAAM improve, and the FRAAM can still flow freely under dead weight. When I is higher than I_d (i.e., 350), significant fibrous clumps degrade the FRAAM workability, resulting in a poor compactness and a reduced compressive strength. The I thresholds of PPF-FRAAM are 100 and 350 for loose and tight packing, respectively, and the optimal volume fraction of PPF is between 100/(l/d) and 350/(l/d).

, authors=Li LI^{1, 2, 3}, Yujie WEI², Zongli LI^{1, 2}, Wensheng ZHANG³, Di SHI³, Dingqian LI², authorsList=Li LI, Yujie WEI, Zongli LI, Wensheng ZHANG, Di SHI, Dingqian LI, authorCompany=null, correspAuthors=Zongli LI, 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=1319236455784890714, articleId=1319236455323517272, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=基于纤维增强指数的碱激发砂浆物理力学性能, columnId=1263922770220560512, journalTitle=硅酸盐学报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=

为探究纤维在碱激发材料中的作用机制，采用2种不同长径比、6个不同体积掺量的聚丙烯纤维（PPF）、2种水胶比制备共计26组纤维增强碱激发砂浆（FRAAM），研究纤维增强指数（I）对FRAAM工作性、密实度、强度、裂缝分形维数的影响。结果表明：纤维和水胶比对FRAAM塑性黏度的影响比对屈服应力的影响更加显著。当I小于临界I（I_c）=100时，纤维的影响可以忽略，纤维间的距离较远，FRAAM的工作性基本不受影响，但此时纤维也难以阻裂增韧，PPF对碱激发砂浆和水泥砂浆的增韧作用差异不大。当I介于I_c=100和致密I（I_d）=350之间时，FRAAM的抗折强度、抗压强度、折压比及裂缝分形维数均得到显著提高，PPF对碱激发砂浆的增韧作用开始优于水泥砂浆，且FRAAM仍可自由流动。当I大于I_d=350时，显著的纤维结团会极大劣化FRAAM的工作性，硬化后FRAAM密实度变差，抗压强度降低。PPF-FRAAM在松散堆积状态和紧密堆积状态下的I阈值分别为100和350，PPF的最优体积掺量在100/（长径比，l/d）~350/（l/d）之间。

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LI Li (1986-), male, Ph.D., Associate Professor. E-mail: drlili@vip.163.com

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LI Li (1986-), male, Ph.D., Associate Professor. E-mail: drlili@vip.163.com

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李黎（1986—），男，博士，副教授。

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