压力下的纤维增强塑料(FVK)

IF 0.8 4区 工程技术 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Dr.-Ing. Lukas Bujotzek, Prof. Dr.-Ing. Danièle Waldmann
{"title":"压力下的纤维增强塑料(FVK)","authors":"Dr.-Ing. Lukas Bujotzek,&nbsp;Prof. Dr.-Ing. Danièle Waldmann","doi":"10.1002/best.202500033","DOIUrl":null,"url":null,"abstract":"<p><b>Fibre reinforced polymer (FRP) reinforcement in compression</b></p><p>Due to their advantageous durability properties and high tensile strength, fibre reinforced polymer (FRP) reinforcements represent a serious alternative to conventional reinforcing steel. While the use of FRP bars, meshes, or stirrups for resisting tensile stresses is regulated in the DAfStb guideline “Nichtmetallische Bewehrung,” their application in compression is currently excluded by standards. This paper presents an experimental methodology for the determination of the compressive strength and elastic modulus of FRP reinforcement bars. In total, 95 tests were carried out on reinforcement bars made from glass, basalt, and carbon fibres. The results show a linear stress-strain behaviour up to brittle failure. Based on the results, partial safety factors are derived, enabling integration into the Eurocode design concept. In addition, design aids for centrically and eccentrically compressed cross-sections are developed, and a minimum reinforcement ratio is defined to prevent brittle tensile failure. The results of this paper will partly contribute to the second edition of the DAfStb guideline „Nichtmetallische Bewehrung“.</p>","PeriodicalId":55386,"journal":{"name":"Beton- und Stahlbetonbau","volume":"120 9","pages":"686-697"},"PeriodicalIF":0.8000,"publicationDate":"2025-07-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Faserverbundkunststoff (FVK)-Bewehrung unter Druckbeanspruchung\",\"authors\":\"Dr.-Ing. Lukas Bujotzek,&nbsp;Prof. Dr.-Ing. Danièle Waldmann\",\"doi\":\"10.1002/best.202500033\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p><b>Fibre reinforced polymer (FRP) reinforcement in compression</b></p><p>Due to their advantageous durability properties and high tensile strength, fibre reinforced polymer (FRP) reinforcements represent a serious alternative to conventional reinforcing steel. While the use of FRP bars, meshes, or stirrups for resisting tensile stresses is regulated in the DAfStb guideline “Nichtmetallische Bewehrung,” their application in compression is currently excluded by standards. This paper presents an experimental methodology for the determination of the compressive strength and elastic modulus of FRP reinforcement bars. In total, 95 tests were carried out on reinforcement bars made from glass, basalt, and carbon fibres. The results show a linear stress-strain behaviour up to brittle failure. Based on the results, partial safety factors are derived, enabling integration into the Eurocode design concept. In addition, design aids for centrically and eccentrically compressed cross-sections are developed, and a minimum reinforcement ratio is defined to prevent brittle tensile failure. The results of this paper will partly contribute to the second edition of the DAfStb guideline „Nichtmetallische Bewehrung“.</p>\",\"PeriodicalId\":55386,\"journal\":{\"name\":\"Beton- und Stahlbetonbau\",\"volume\":\"120 9\",\"pages\":\"686-697\"},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2025-07-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Beton- und Stahlbetonbau\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/best.202500033\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Beton- und Stahlbetonbau","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/best.202500033","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

摘要

压缩中的纤维增强聚合物(FRP)增强由于其有利的耐久性和高抗拉强度,纤维增强聚合物(FRP)增强是传统钢筋的重要替代品。虽然使用FRP筋、网格或箍筋来抵抗拉伸应力在DAfStb指南“微金属结构”中有规定,但它们在压缩中的应用目前被标准排除在外。本文提出了一种测定FRP筋抗压强度和弹性模量的实验方法。总共对由玻璃、玄武岩和碳纤维制成的钢筋进行了95次测试。结果表明,在脆性破坏之前,应力-应变行为呈线性。根据结果,推导出部分安全系数,使其能够融入欧洲规范的设计理念。此外,还开发了偏心和偏心压缩截面的设计辅助工具,并定义了防止脆性拉伸破坏的最小配筋率。本文的结果将部分有助于DAfStb指南“夜金属力学”的第二版。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Faserverbundkunststoff (FVK)-Bewehrung unter Druckbeanspruchung

Faserverbundkunststoff (FVK)-Bewehrung unter Druckbeanspruchung

Fibre reinforced polymer (FRP) reinforcement in compression

Due to their advantageous durability properties and high tensile strength, fibre reinforced polymer (FRP) reinforcements represent a serious alternative to conventional reinforcing steel. While the use of FRP bars, meshes, or stirrups for resisting tensile stresses is regulated in the DAfStb guideline “Nichtmetallische Bewehrung,” their application in compression is currently excluded by standards. This paper presents an experimental methodology for the determination of the compressive strength and elastic modulus of FRP reinforcement bars. In total, 95 tests were carried out on reinforcement bars made from glass, basalt, and carbon fibres. The results show a linear stress-strain behaviour up to brittle failure. Based on the results, partial safety factors are derived, enabling integration into the Eurocode design concept. In addition, design aids for centrically and eccentrically compressed cross-sections are developed, and a minimum reinforcement ratio is defined to prevent brittle tensile failure. The results of this paper will partly contribute to the second edition of the DAfStb guideline „Nichtmetallische Bewehrung“.

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
Beton- und Stahlbetonbau
Beton- und Stahlbetonbau 工程技术-材料科学:表征与测试
CiteScore
2.50
自引率
36.40%
发文量
168
审稿时长
6-12 weeks
期刊介绍: Beton- und Stahlbetonbau veröffentlicht anwendungsorientierte Beiträge zum gesamten Massivbau. Neueste wissenschaftliche Erkenntnisse, Themen aus der Baupraxis und anwendungsorientierte Beiträge über neue Normen, Vorschriften und Richtlinien machen Beton- und Stahlbetonbau zu einem unverzichtbaren Begleiter und einer der bedeutendsten Zeitschriften für den Bauingenieur, seit mehr als 100 Jahren. Mit Berichten über ausgeführte Projekte und Innovationen im Baugeschehen erhält der Ingenieur weitere praktische Hilfestellungen für seine tägliche Arbeit. Themenüberblick: Entwurf, Berechnung, Bemessung und Ausführung sämtlicher Konstruktionen aus Beton Instandsetzung und Betonerhaltung Bauwerkserhaltung und - instandsetzung Nachrechnung bestehender Brückenbauwerke Bauwerksüberwachung Bewehrungs- und Befestigungstechnik Entwicklungen der Baustoffe Spannbeton ausgeführte Projekte Normen.
×
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