Transverse compressive properties, long-term stress relaxation, and post-relaxation properties of unidirectional CFRP composites

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jianwen Li , Maoqiang Wang , Qingrui Yue , Xiaogang Liu
{"title":"Transverse compressive properties, long-term stress relaxation, and post-relaxation properties of unidirectional CFRP composites","authors":"Jianwen Li ,&nbsp;Maoqiang Wang ,&nbsp;Qingrui Yue ,&nbsp;Xiaogang Liu","doi":"10.1016/j.jobe.2025.112526","DOIUrl":null,"url":null,"abstract":"<div><div>Unidirectional carbon fiber reinforced composites (UD-CFRP) have the advantages of high strength, corrosion resistance, and lightweight, making them potential materials for structural components such as cables. In engineering cables, UD-CFRP composites are subjected to transverse compressions in the cable anchorage, except for tensile forces in cable bodies. Thus, their compression creep characteristics are critical for the long-term performance of cable anchorages. This paper first investigated the microscopic transverse compression failure modes and the microscopic failure modes utilizing scanning electron microscope analysis, as well as analyzed the transverse compressive stress-strain relationship, strength, elastic modulus, and Poisson ratio. Afterward, the transverse compression stress relaxation tests were conducted, under different stress levels, and the relaxation characteristics were analyzed. Besides, the post-relaxation static compressive properties were also tested. Finally, based on the stress-relaxation test results and the recommendations of specifications, the stress-relaxation model was proposed, presenting the stress-relaxation under million-hour development. The results showed that UD-CFPR exhibited compression-shear failure mode under transverse compression. The stress-relaxation exhibited three stages with loading time, including the fast-developing period, the rapid-developing period, and the stable-developing period. After being subjected to long-term compressive stress relaxation, the static transverse compression failure modes and strength remained unchanged, but the elastic modulus improved by around 10 %. Under the stress level of 30 %–80 %, the million-hour stress relaxation ratio was between 19.05 %–33.76 %.</div></div>","PeriodicalId":15064,"journal":{"name":"Journal of building engineering","volume":"105 ","pages":"Article 112526"},"PeriodicalIF":6.7000,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of building engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352710225007636","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

Abstract

Unidirectional carbon fiber reinforced composites (UD-CFRP) have the advantages of high strength, corrosion resistance, and lightweight, making them potential materials for structural components such as cables. In engineering cables, UD-CFRP composites are subjected to transverse compressions in the cable anchorage, except for tensile forces in cable bodies. Thus, their compression creep characteristics are critical for the long-term performance of cable anchorages. This paper first investigated the microscopic transverse compression failure modes and the microscopic failure modes utilizing scanning electron microscope analysis, as well as analyzed the transverse compressive stress-strain relationship, strength, elastic modulus, and Poisson ratio. Afterward, the transverse compression stress relaxation tests were conducted, under different stress levels, and the relaxation characteristics were analyzed. Besides, the post-relaxation static compressive properties were also tested. Finally, based on the stress-relaxation test results and the recommendations of specifications, the stress-relaxation model was proposed, presenting the stress-relaxation under million-hour development. The results showed that UD-CFPR exhibited compression-shear failure mode under transverse compression. The stress-relaxation exhibited three stages with loading time, including the fast-developing period, the rapid-developing period, and the stable-developing period. After being subjected to long-term compressive stress relaxation, the static transverse compression failure modes and strength remained unchanged, but the elastic modulus improved by around 10 %. Under the stress level of 30 %–80 %, the million-hour stress relaxation ratio was between 19.05 %–33.76 %.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
×
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