掺加再生轮胎碎橡胶的中早强聚乙烯醇- ecc力学性能的多尺度研究

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yuanchuan Chen , Chenyu Lu , Zhigang Zhang , Jamal A. Abdalla , Rami A. Hawileh , Xiaoyue Zhang
{"title":"掺加再生轮胎碎橡胶的中早强聚乙烯醇- ecc力学性能的多尺度研究","authors":"Yuanchuan Chen ,&nbsp;Chenyu Lu ,&nbsp;Zhigang Zhang ,&nbsp;Jamal A. Abdalla ,&nbsp;Rami A. Hawileh ,&nbsp;Xiaoyue Zhang","doi":"10.1016/j.cscm.2025.e04931","DOIUrl":null,"url":null,"abstract":"<div><div>In recent years, significant attention has been directed toward advancing medium-early-strength engineered cementitious composites (MES-ECC), reflecting their growing importance in construction research. However, limited research has explored the fundamental principles governing the mechanical behavior of MES-ECC. This study systematically investigates the multi-scale effects of crumb rubber (CR) content and curing duration on the mechanical performance of MES-ECC. The results showed that the compressive strength and tensile strength of MES-ECC of 3 days at the macro-scale are reached more than 60 % of 28 days. The incorporation of CR in MES-ECC produced a characteristic trade-off between strength and ductility. While compressive strength showed measurable reduction, the MES-ECC demonstrated significantly enhanced deformation capacity through featuring greater the number of cracks and reduced crack widths at macroscopic scale. The pseudo-strain-hardening (<em>PSH</em>) value decreased with extended curing ages, correlating directly with the observed ductility reduction in MES-ECC. Notably, incorporating CR enhances the ductility and multiple cracking behavior of MES-ECC, successfully counteracting the detrimental impacts of reduced deformability.</div></div>","PeriodicalId":9641,"journal":{"name":"Case Studies in Construction Materials","volume":"23 ","pages":"Article e04931"},"PeriodicalIF":6.5000,"publicationDate":"2025-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Multiple-scaled investigations on mechanical properties of medium-early- strength PVA-ECC with recycled tire crumb rubber incorporated\",\"authors\":\"Yuanchuan Chen ,&nbsp;Chenyu Lu ,&nbsp;Zhigang Zhang ,&nbsp;Jamal A. Abdalla ,&nbsp;Rami A. Hawileh ,&nbsp;Xiaoyue Zhang\",\"doi\":\"10.1016/j.cscm.2025.e04931\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>In recent years, significant attention has been directed toward advancing medium-early-strength engineered cementitious composites (MES-ECC), reflecting their growing importance in construction research. However, limited research has explored the fundamental principles governing the mechanical behavior of MES-ECC. This study systematically investigates the multi-scale effects of crumb rubber (CR) content and curing duration on the mechanical performance of MES-ECC. The results showed that the compressive strength and tensile strength of MES-ECC of 3 days at the macro-scale are reached more than 60 % of 28 days. The incorporation of CR in MES-ECC produced a characteristic trade-off between strength and ductility. While compressive strength showed measurable reduction, the MES-ECC demonstrated significantly enhanced deformation capacity through featuring greater the number of cracks and reduced crack widths at macroscopic scale. The pseudo-strain-hardening (<em>PSH</em>) value decreased with extended curing ages, correlating directly with the observed ductility reduction in MES-ECC. Notably, incorporating CR enhances the ductility and multiple cracking behavior of MES-ECC, successfully counteracting the detrimental impacts of reduced deformability.</div></div>\",\"PeriodicalId\":9641,\"journal\":{\"name\":\"Case Studies in Construction Materials\",\"volume\":\"23 \",\"pages\":\"Article e04931\"},\"PeriodicalIF\":6.5000,\"publicationDate\":\"2025-06-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Case Studies in Construction Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214509525007296\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Case Studies in Construction Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214509525007296","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

摘要

近年来,人们对中早强度工程胶凝复合材料(MES-ECC)的发展给予了极大的关注,这反映了它们在建筑研究中的重要性。然而,有限的研究探索了控制MES-ECC力学行为的基本原理。本研究系统地研究了橡胶屑含量和养护时间对MES-ECC力学性能的多尺度影响。结果表明,MES-ECC宏观3 d抗压强度和抗拉强度均达到28 d的60%以上 %。在MES-ECC中加入CR产生了强度和延性之间的特征权衡。在抗压强度显著降低的同时,MES-ECC在宏观尺度上通过增加裂缝数量和减小裂缝宽度来显著增强变形能力。伪应变硬化(PSH)值随固化时间的延长而降低,与MES-ECC中观察到的延性降低直接相关。值得注意的是,CR的加入提高了MES-ECC的延性和多重开裂行为,成功地抵消了变形能力降低的不利影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Multiple-scaled investigations on mechanical properties of medium-early- strength PVA-ECC with recycled tire crumb rubber incorporated
In recent years, significant attention has been directed toward advancing medium-early-strength engineered cementitious composites (MES-ECC), reflecting their growing importance in construction research. However, limited research has explored the fundamental principles governing the mechanical behavior of MES-ECC. This study systematically investigates the multi-scale effects of crumb rubber (CR) content and curing duration on the mechanical performance of MES-ECC. The results showed that the compressive strength and tensile strength of MES-ECC of 3 days at the macro-scale are reached more than 60 % of 28 days. The incorporation of CR in MES-ECC produced a characteristic trade-off between strength and ductility. While compressive strength showed measurable reduction, the MES-ECC demonstrated significantly enhanced deformation capacity through featuring greater the number of cracks and reduced crack widths at macroscopic scale. The pseudo-strain-hardening (PSH) value decreased with extended curing ages, correlating directly with the observed ductility reduction in MES-ECC. Notably, incorporating CR enhances the ductility and multiple cracking behavior of MES-ECC, successfully counteracting the detrimental impacts of reduced deformability.
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
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
×
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:604180095
Book学术官方微信