Article(id=1319222696026686197, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20220828, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1664467200000, receivedDateStr=2022-09-30, revisedDate=1665590400000, revisedDateStr=2022-10-13, acceptedDate=null, acceptedDateStr=null, onlineDate=1792456800705, onlineDateStr=2026-10-20, pubDate=1684512000000, pubDateStr=2023-05-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792456800705, onlineIssueDateStr=2026-10-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792456800705, creator=13701087609, updateTime=1792456800705, updator=13701087609, issue=Issue{id=1319222668956643677, tenantId=1146029695717560320, journalId=1263187385517883426, year='2023', volume='51', issue='5', pageStart='1091', pageEnd='1372', issueExtLink='null', onlineDate='null', pubDate='1684512000000', pubDateStr='2023-05-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1792456794251, creator='13701087609', updateTime=1792456976356, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1319223432827490920, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1319223432827490921, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1319222668956643677, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1210, endPage=1218, ext={EN=ArticleExt(id=1319222696265761526, articleId=1319222696026686197, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Preparation and Mechanical Properties of 2D - Aligned Steel Fiber Reinforced Concrete, columnId=1321891041012200067, journalTitle=Journal of the Chinese Ceramic Society, columnName=Research Progress on Cement-Based Materials—Research Articles, runingTitle=null, highlight=null, articleAbstract=

The orientation of steel fibers has an effect on the mechanical properties of steel fiber reinforced concrete (SFRC). In elements or structures such as slabs, floors and pavements, vertical steel fibers are useless but harmful to the structures. In this case, the optimal distribution of steel fibers is two-dimensional (no vertical, but random in the plane) dispersion. In this paper, the steel fibers were aligned using a rotating uniform magnetic field, and the 2D aligned steel fiber reinforced concrete (2D-SFRC) was prepared to enhance the mechanical properties of SFRC and the efficiency of reinforcement of steel fibers. The splitting tensile performance, flexural behavior of prism and circular plate specimens of 2D-SFRC were tested and compared with those of the specimens with randomly distributed steel fiber reinforced concrete (RD-SFRC). Besides, the mechanism of reinforcement of 2D-SFRC was investigated from the perspective of fiber distribution characteristics and acoustic emission signals. The results show that the mechanical properties of 2D-SFRC are significantly improved, compared with RD-SFRC. The fiber distribution statistics and acoustic emission analysis indicate that the increased amount of steel fibers in the fracture surface and enhanced fiber orientation effective factor are the main reasons for the improved mechanical properties of 2D-SFRC. The 2D-SFRC has the characteristics of high performance and low cost, which is of great significance for improving the engineering quality and reduce the materials consumption.

, authors=Longbang QING¹, Mengdi BI¹, Ru MU¹, Peng XING², authorsList=Longbang QING, Mengdi BI, Ru MU, Peng XING, authorCompany=null, correspAuthors=Ru MU, 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=1319222696701969143, articleId=1319222696026686197, tenantId=1146029695717560320, journalId=1263187385517883426, language=CN, title=水平定向钢纤维混凝土的制备与力学性能, columnId=1321891041192555140, journalTitle=硅酸盐学报, columnName=水泥基材料研究新进展—研究论文, runingTitle=null, highlight=null, articleAbstract=

钢纤维混凝土（SFRC）中钢纤维方向对其力学性能有显著影响，楼板、地坪、路面等工程中，竖直方向的钢纤维有害无益，钢纤维水平随机分布最为有利。为改善钢纤维混凝土结构的力学性能，提高钢纤维的增强效率，通过旋转磁场对基体中的钢纤维进行调控定向，制备出水平定向钢纤维混凝土（2D-SFRC）。测试比较了2D-SFRC和随机乱向钢纤维混凝土（RD-SFRC）的劈拉性能、棱柱体试件和圆板试件的弯曲性能，同时利用断面纤维分布特征和声发射技术揭示了水平定向钢纤维的增强机理。结果表明，与RD-SFRC相比，2D-SFRC的各项力学性能显著提升。钢纤维分布统计和声发射分析表明，2D-SFRC力学性能提高的主要原因是，断面纤维数量增加、纤维方向有效系数提高。水平定向钢纤维混凝土具有高性能和低成本的特点，对于提高工程质量、节约材料具有重要意义。

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QING Longbang (1982-), male, Ph.D., Professor. E-mail: qing@hebut.edu.cn

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QING Longbang (1982-), male, Ph.D., Professor. E-mail: qing@hebut.edu.cn

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卿龙邦（1982—），男，博士，教授。

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卿龙邦（1982—），男，博士，教授。

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