Flexural Stress-Strain Curves of Confined High-Strength Concrete (ISCC-2004)

T. Tan, N. Nguyen
{"title":"Flexural Stress-Strain Curves of Confined High-Strength Concrete (ISCC-2004)","authors":"T. Tan, N. Nguyen","doi":"10.14359/18268","DOIUrl":null,"url":null,"abstract":"This paper presents an analytical procedure for determining the stress-strain curves of concrete under flexure. The procedure is used to derive the stress-strain curves of confined concrete from tests of thirteen high strength concrete (HSC) columns confined by transverse reinforcement and subjected to different strain gradients. The effects of strain gradient to the stress-strain curves of confined concrete is observed and an analytical model for confined concrete that accounts for this effect is proposed.","PeriodicalId":104265,"journal":{"name":"SP-238: International Symposium on Confined Concrete","volume":"10 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-238: International Symposium on Confined Concrete","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/18268","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

This paper presents an analytical procedure for determining the stress-strain curves of concrete under flexure. The procedure is used to derive the stress-strain curves of confined concrete from tests of thirteen high strength concrete (HSC) columns confined by transverse reinforcement and subjected to different strain gradients. The effects of strain gradient to the stress-strain curves of confined concrete is observed and an analytical model for confined concrete that accounts for this effect is proposed.
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
约束型高强混凝土的弯曲应力应变曲线(ISCC-2004)
本文提出了一种确定混凝土受弯应力-应变曲线的分析方法。通过13根受横向钢筋约束的高强混凝土柱在不同应变梯度作用下的应力-应变曲线,推导出约束混凝土的应力-应变曲线。观察了应变梯度对约束混凝土应力-应变曲线的影响,并提出了考虑这种影响的约束混凝土解析模型。
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 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Empirical Models for Confined Concrete under Uniaxial Loading Seismic Performance of Confined Concrete Bridge Columns Seismic Retrofit for R/C Rectangular Columns by Circular Steel Jackets Modeling of Stress-Strain Relationship and Deformability for Confined High-Strength Concrete Finite Element Study of Confined Concrete
×
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