Confinement effects on bond strength of deformed reinforcement in early-age concrete

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Wenming Li , Zhimin Wu , Jianzhuang Xiao
{"title":"Confinement effects on bond strength of deformed reinforcement in early-age concrete","authors":"Wenming Li ,&nbsp;Zhimin Wu ,&nbsp;Jianzhuang Xiao","doi":"10.1016/j.conbuildmat.2024.139310","DOIUrl":null,"url":null,"abstract":"<div><div>The stress state in concrete around deformed reinforcements has a significant influence on the coordinated performance between the deformed reinforcement and concrete. Although the bond strength of deformed reinforcements embedded in mature concrete has been well studied, there is still a lack of research on the bond strength of deformed reinforcement in early-age concrete under lateral pressures. In this paper, 180 pullout specimens were designed to reveal the effect of age and lateral pressure on bond strength, and a theoretical analysis model for predicting bond strength was also presented. Test results showed that the bond failure modes were closely related to the lateral pressures, relative cover thickness of concrete, and early-age concrete strength. The bond strength increased following the curing age but was negatively (positively) influenced by the unilateral (bilateral) pressures. Based on the test results, a regression model for predicting the bond strength of the deformed reinforcement in early-age concrete under lateral pressures was proposed. Furthermore, an analysis model based on the partly cracked theory was extended for predicting the bond strength of the deformed reinforcement in early-age concrete considering the lateral pressures and fitted the experimental results quite well.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"456 ","pages":"Article 139310"},"PeriodicalIF":7.4000,"publicationDate":"2024-11-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061824044520","RegionNum":1,"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

Abstract

The stress state in concrete around deformed reinforcements has a significant influence on the coordinated performance between the deformed reinforcement and concrete. Although the bond strength of deformed reinforcements embedded in mature concrete has been well studied, there is still a lack of research on the bond strength of deformed reinforcement in early-age concrete under lateral pressures. In this paper, 180 pullout specimens were designed to reveal the effect of age and lateral pressure on bond strength, and a theoretical analysis model for predicting bond strength was also presented. Test results showed that the bond failure modes were closely related to the lateral pressures, relative cover thickness of concrete, and early-age concrete strength. The bond strength increased following the curing age but was negatively (positively) influenced by the unilateral (bilateral) pressures. Based on the test results, a regression model for predicting the bond strength of the deformed reinforcement in early-age concrete under lateral pressures was proposed. Furthermore, an analysis model based on the partly cracked theory was extended for predicting the bond strength of the deformed reinforcement in early-age concrete considering the lateral pressures and fitted the experimental results quite well.
约束对早期混凝土变形钢筋粘结强度的影响
变形钢筋周围混凝土的应力状态对变形钢筋与混凝土的协调性能有重要影响。虽然对成熟混凝土中变形钢筋的粘结强度研究较多,但对早期混凝土中变形钢筋在侧压作用下的粘结强度研究较少。本文设计了180个拉拔试件,揭示了龄期和侧压力对胶结强度的影响,并建立了预测胶结强度的理论分析模型。试验结果表明,粘结破坏模式与侧压力、混凝土相对覆盖厚度、早期混凝土强度密切相关。粘结强度随龄期增加而增加,但受单侧(双侧)压力的负(正)影响。根据试验结果,提出了早期混凝土变形钢筋在侧压作用下粘结强度的回归模型。在此基础上,提出了基于部分开裂理论的早期混凝土变形钢筋粘结强度预测模型,并与试验结果进行了较好的拟合。
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
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
×
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