废纤维再生砖骨料混凝土的力学性能和微观结构研究

IF 3.6 4区 材料科学 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY Reviews on Advanced Materials Science Pub Date : 2024-01-30 DOI:10.1515/rams-2023-0175
Ting Wang, Shenao Cui, Xiaoyu Ren, Weishen Zhang, Xuechao Yang, Shangwei Gong, Deqiang Yang, Bangxiang Li, Wengang Zhang, Tian Su, Xuefeng Mei, Xiaoming Dong, Liancheng Duan, Zhiyuan Ma, Xueyun Cao, Xiyao Yu
{"title":"废纤维再生砖骨料混凝土的力学性能和微观结构研究","authors":"Ting Wang, Shenao Cui, Xiaoyu Ren, Weishen Zhang, Xuechao Yang, Shangwei Gong, Deqiang Yang, Bangxiang Li, Wengang Zhang, Tian Su, Xuefeng Mei, Xiaoming Dong, Liancheng Duan, Zhiyuan Ma, Xueyun Cao, Xiyao Yu","doi":"10.1515/rams-2023-0175","DOIUrl":null,"url":null,"abstract":"Recycled concrete technology can promote the sustainable development of the construction industry, but the insufficient mechanical properties of recycled concrete have become a key constraint on its development. By adding waste fibers, the mechanical properties of recycled concrete can be improved, and the problem of disposing of waste polypropylene fibers can be solved. In this article, the effects of recycled brick aggregate content and waste fiber content on the mechanical properties and microstructures of recycled brick aggregate concrete through macroscopic mechanical experiments and microstructure experiments are investigated. The results show that the addition of recycled brick aggregate reduces the mechanical properties of concrete; when the content of recycled brick aggregate is 100%, the compressive strength and splitting tensile strength decrease by 22.04 and 20.00%, respectively. The addition of waste fibers can improve the mechanical properties of recycled brick aggregate concrete, but it is necessary to control the contents of waste fibers in a certain range. When the content of waste fibers is 0.08%, the best improvement effect on the mechanical properties of concrete is achieved; the compressive strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 6.06% (8.90%), while the splitting tensile strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 2.30% (6.16%). Through microstructural analysis, the mechanism by which waste fiber improves the mechanical properties of recycled brick aggregate concrete is revealed. The addition of waste fibers has the effect of strengthening the framework inside the recycled brick aggregate concrete, forming a good structural stress system and allowing the recycled brick aggregate concrete to continue to bear loads after cracking. In this study, waste brick aggregate and waste fiber are effectively utilized, which can not only reduce pollution to the environment but also realize the sustainable utilization of resources.","PeriodicalId":54484,"journal":{"name":"Reviews on Advanced Materials Science","volume":"33 1","pages":""},"PeriodicalIF":3.6000,"publicationDate":"2024-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the mechanical properties and microstructure of recycled brick aggregate concrete with waste fiber\",\"authors\":\"Ting Wang, Shenao Cui, Xiaoyu Ren, Weishen Zhang, Xuechao Yang, Shangwei Gong, Deqiang Yang, Bangxiang Li, Wengang Zhang, Tian Su, Xuefeng Mei, Xiaoming Dong, Liancheng Duan, Zhiyuan Ma, Xueyun Cao, Xiyao Yu\",\"doi\":\"10.1515/rams-2023-0175\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Recycled concrete technology can promote the sustainable development of the construction industry, but the insufficient mechanical properties of recycled concrete have become a key constraint on its development. By adding waste fibers, the mechanical properties of recycled concrete can be improved, and the problem of disposing of waste polypropylene fibers can be solved. In this article, the effects of recycled brick aggregate content and waste fiber content on the mechanical properties and microstructures of recycled brick aggregate concrete through macroscopic mechanical experiments and microstructure experiments are investigated. The results show that the addition of recycled brick aggregate reduces the mechanical properties of concrete; when the content of recycled brick aggregate is 100%, the compressive strength and splitting tensile strength decrease by 22.04 and 20.00%, respectively. The addition of waste fibers can improve the mechanical properties of recycled brick aggregate concrete, but it is necessary to control the contents of waste fibers in a certain range. When the content of waste fibers is 0.08%, the best improvement effect on the mechanical properties of concrete is achieved; the compressive strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 6.06% (8.90%), while the splitting tensile strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 2.30% (6.16%). Through microstructural analysis, the mechanism by which waste fiber improves the mechanical properties of recycled brick aggregate concrete is revealed. The addition of waste fibers has the effect of strengthening the framework inside the recycled brick aggregate concrete, forming a good structural stress system and allowing the recycled brick aggregate concrete to continue to bear loads after cracking. In this study, waste brick aggregate and waste fiber are effectively utilized, which can not only reduce pollution to the environment but also realize the sustainable utilization of resources.\",\"PeriodicalId\":54484,\"journal\":{\"name\":\"Reviews on Advanced Materials Science\",\"volume\":\"33 1\",\"pages\":\"\"},\"PeriodicalIF\":3.6000,\"publicationDate\":\"2024-01-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Reviews on Advanced Materials Science\",\"FirstCategoryId\":\"88\",\"ListUrlMain\":\"https://doi.org/10.1515/rams-2023-0175\",\"RegionNum\":4,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"MATERIALS SCIENCE, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Reviews on Advanced Materials Science","FirstCategoryId":"88","ListUrlMain":"https://doi.org/10.1515/rams-2023-0175","RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MATERIALS SCIENCE, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

摘要

再生混凝土技术可以促进建筑业的可持续发展,但再生混凝土的力学性能不足已成为制约其发展的关键因素。通过添加废纤维,可以改善再生混凝土的力学性能,并解决废聚丙烯纤维的处理问题。本文通过宏观力学实验和微观结构实验,研究了再生砖骨料含量和废纤维含量对再生砖骨料混凝土力学性能和微观结构的影响。结果表明,再生砖骨料的加入会降低混凝土的力学性能;当再生砖骨料含量为 100%时,抗压强度和劈裂抗拉强度分别降低了 22.04% 和 20.00%。添加废纤维可以改善再生砖骨料混凝土的力学性能,但必须将废纤维的含量控制在一定范围内。当废纤维含量为 0.08% 时,对混凝土力学性能的改善效果最好;再生骨料替代率为 50% (100%)的混凝土抗压强度提高了 6.06% (8.90%),再生骨料替代率为 50% (100%)的混凝土劈裂抗拉强度提高了 2.30% (6.16%)。通过微观结构分析,揭示了废纤维改善再生砖骨料混凝土力学性能的机理。废纤维的加入具有强化再生砖骨料混凝土内部骨架的作用,形成良好的结构应力体系,使再生砖骨料混凝土在开裂后仍能继续承受荷载。本研究有效利用了废砖骨料和废纤维,不仅能减少对环境的污染,还能实现资源的可持续利用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Study on the mechanical properties and microstructure of recycled brick aggregate concrete with waste fiber
Recycled concrete technology can promote the sustainable development of the construction industry, but the insufficient mechanical properties of recycled concrete have become a key constraint on its development. By adding waste fibers, the mechanical properties of recycled concrete can be improved, and the problem of disposing of waste polypropylene fibers can be solved. In this article, the effects of recycled brick aggregate content and waste fiber content on the mechanical properties and microstructures of recycled brick aggregate concrete through macroscopic mechanical experiments and microstructure experiments are investigated. The results show that the addition of recycled brick aggregate reduces the mechanical properties of concrete; when the content of recycled brick aggregate is 100%, the compressive strength and splitting tensile strength decrease by 22.04 and 20.00%, respectively. The addition of waste fibers can improve the mechanical properties of recycled brick aggregate concrete, but it is necessary to control the contents of waste fibers in a certain range. When the content of waste fibers is 0.08%, the best improvement effect on the mechanical properties of concrete is achieved; the compressive strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 6.06% (8.90%), while the splitting tensile strength of concrete with a 50% (100%) recycled aggregate replacement rate increases by 2.30% (6.16%). Through microstructural analysis, the mechanism by which waste fiber improves the mechanical properties of recycled brick aggregate concrete is revealed. The addition of waste fibers has the effect of strengthening the framework inside the recycled brick aggregate concrete, forming a good structural stress system and allowing the recycled brick aggregate concrete to continue to bear loads after cracking. In this study, waste brick aggregate and waste fiber are effectively utilized, which can not only reduce pollution to the environment but also realize the sustainable utilization of resources.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Reviews on Advanced Materials Science
Reviews on Advanced Materials Science 工程技术-材料科学:综合
CiteScore
5.10
自引率
11.10%
发文量
43
审稿时长
3.5 months
期刊介绍: Reviews on Advanced Materials Science is a fully peer-reviewed, open access, electronic journal that publishes significant, original and relevant works in the area of theoretical and experimental studies of advanced materials. The journal provides the readers with free, instant, and permanent access to all content worldwide; and the authors with extensive promotion of published articles, long-time preservation, language-correction services, no space constraints and immediate publication. Reviews on Advanced Materials Science is listed inter alia by Clarivate Analytics (formerly Thomson Reuters) - Current Contents/Physical, Chemical, and Earth Sciences (CC/PC&ES), JCR and SCIE. Our standard policy requires each paper to be reviewed by at least two Referees and the peer-review process is single-blind.
期刊最新文献
Toward sustainability: Integrating experimental study and data-driven modeling for eco-friendly paver blocks containing plastic waste A sawtooth constitutive model describing strain hardening and multiple cracking of ECC under uniaxial tension Predicting mechanical properties of sustainable green concrete using novel machine learning: Stacking and gene expression programming Producing sustainable binding materials using marble waste blended with fly ash and rice husk ash for building materials Parameter optimization for ultrasonic-assisted grinding of γ-TiAl intermetallics: A gray relational analysis approach with surface integrity evaluation
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1