Experimental study on Early Desiccation Cracking Behabior of Short-cut Basalt Fiber Concrete

Yao Wang, Yue Chen, Wei Xu
{"title":"Experimental study on Early Desiccation Cracking Behabior of Short-cut Basalt Fiber Concrete","authors":"Yao Wang, Yue Chen, Wei Xu","doi":"10.25236/ajage.2021.030204","DOIUrl":null,"url":null,"abstract":": Early desiccation cracking of concrete would directly affect the durability of reinforced concrete structure. In order to improve the early desiccation cracking behavior of concrete, the concrete specimens mixed with basalt fibers were prepared. Based on the indoor and outdoor exposure test methods, the effects of short-cut basalt fiber content on early desiccation cracking of concrete and were analyzed by using initial crack time, crack number, maximum crack width and total crack area as evaluation indexes. The test results show that the total crack area of the basalt fiber concrete with a volume fraction of 0.05%, 0.1%, and 0.15% increased by -5.0%, 73.6%, and 86.5% respectively after the outdoor exposure test. The total crack area of reinforced concrete specimens with a volume fraction of 0.1% increased by 63.6% after the outdoor exposure test. The early desiccation cracking behavior of concrete and reinforced concrete could be improved by adding the content of short-cut basalt fiber.","PeriodicalId":441364,"journal":{"name":"Academic Journal of Architecture and Geotechnical Engineering","volume":"1940 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Academic Journal of Architecture and Geotechnical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.25236/ajage.2021.030204","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

: Early desiccation cracking of concrete would directly affect the durability of reinforced concrete structure. In order to improve the early desiccation cracking behavior of concrete, the concrete specimens mixed with basalt fibers were prepared. Based on the indoor and outdoor exposure test methods, the effects of short-cut basalt fiber content on early desiccation cracking of concrete and were analyzed by using initial crack time, crack number, maximum crack width and total crack area as evaluation indexes. The test results show that the total crack area of the basalt fiber concrete with a volume fraction of 0.05%, 0.1%, and 0.15% increased by -5.0%, 73.6%, and 86.5% respectively after the outdoor exposure test. The total crack area of reinforced concrete specimens with a volume fraction of 0.1% increased by 63.6% after the outdoor exposure test. The early desiccation cracking behavior of concrete and reinforced concrete could be improved by adding the content of short-cut basalt fiber.
玄武岩纤维短切混凝土早期干燥开裂特性试验研究
混凝土的早期干燥开裂直接影响钢筋混凝土结构的耐久性。为了改善混凝土的早期干燥开裂性能,研制了掺入玄武岩纤维的混凝土试件。基于室内和室外暴露试验方法,以初始裂缝时间、裂缝数、最大裂缝宽度和总裂缝面积为评价指标,分析了玄武岩短切纤维含量对混凝土早期干燥开裂的影响。试验结果表明,体积分数为0.05%、0.1%和0.15%的玄武岩纤维混凝土经室外暴露试验后,总裂缝面积分别增大了-5.0%、73.6%和86.5%。体积分数为0.1%的钢筋混凝土试件经过室外暴露试验后,总裂缝面积增加了63.6%。添加玄武岩短纤维可改善混凝土和钢筋混凝土的早期干燥开裂性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信