Experimental investigation on axial compression behavior of heat-damaged concrete cylinders confined with CFRP sheets

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Kang Zhao, Zhongjun Hu, Boxin Wang, Yuchuan Wen, Jingyi Han, Qiong Wu, Yan Xu
{"title":"Experimental investigation on axial compression behavior of heat-damaged concrete cylinders confined with CFRP sheets","authors":"Kang Zhao,&nbsp;Zhongjun Hu,&nbsp;Boxin Wang,&nbsp;Yuchuan Wen,&nbsp;Jingyi Han,&nbsp;Qiong Wu,&nbsp;Yan Xu","doi":"10.1016/j.istruc.2024.107560","DOIUrl":null,"url":null,"abstract":"<div><div>This study focuses on the axial compression behavior of heat-damaged concrete cylinders repaired with carbon fiber-reinforced polymer (CFRP) sheets. A total of 52 specimens were tested to investigate the effects of heating temperature, CFRP layers and cooling methods on the mechanical properties of heat-damaged concrete cylinders. The test results indicated that the residual compressive strength of heat-damaged concrete with water cooling is lower than that of heat-damaged concrete with natural cooling when the exposure temperature is ≥ 400 ℃. The confinement of CFRP can enhance the residual compressive strength of heat-damaged concrete. Considering the effect of the heating temperature and cooling method, a combination model was suggested to predict the ultimate strength of heat-damaged concrete confined by CFRP sheets, as well as the accuracy and applicability of the combination model were examined and demonstrated with test results and collected experimental data.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"70 ","pages":"Article 107560"},"PeriodicalIF":3.9000,"publicationDate":"2024-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012424017132","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

This study focuses on the axial compression behavior of heat-damaged concrete cylinders repaired with carbon fiber-reinforced polymer (CFRP) sheets. A total of 52 specimens were tested to investigate the effects of heating temperature, CFRP layers and cooling methods on the mechanical properties of heat-damaged concrete cylinders. The test results indicated that the residual compressive strength of heat-damaged concrete with water cooling is lower than that of heat-damaged concrete with natural cooling when the exposure temperature is ≥ 400 ℃. The confinement of CFRP can enhance the residual compressive strength of heat-damaged concrete. Considering the effect of the heating temperature and cooling method, a combination model was suggested to predict the ultimate strength of heat-damaged concrete confined by CFRP sheets, as well as the accuracy and applicability of the combination model were examined and demonstrated with test results and collected experimental data.
用 CFRP 片材限制热损伤混凝土圆柱体轴向压缩行为的实验研究
本研究的重点是用碳纤维增强聚合物(CFRP)片修复的热损伤混凝土圆柱体的轴向压缩行为。共测试了 52 个试件,以研究加热温度、CFRP 层数和冷却方法对热损伤混凝土圆柱体力学性能的影响。试验结果表明,当暴露温度≥ 400 ℃时,水冷却热损伤混凝土的残余抗压强度低于自然冷却热损伤混凝土的残余抗压强度。CFRP 的约束作用可以提高热损伤混凝土的残余抗压强度。考虑到加热温度和冷却方式的影响,提出了一个组合模型来预测由 CFRP 片材约束的热损伤混凝土的极限强度,并通过试验结果和收集的实验数据检验和证明了该组合模型的准确性和适用性。
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
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
×
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