双层正交电缆-膜连接的失效机理和聚四氟乙烯强度降低研究

IF 1.8 4区 工程技术 Q3 ENGINEERING, CIVIL International Journal of Civil Engineering Pub Date : 2024-05-14 DOI:10.1007/s40999-024-00987-w
Guojun Sun, Xu Zhu, Xiushu Qu, Hao Tan
{"title":"双层正交电缆-膜连接的失效机理和聚四氟乙烯强度降低研究","authors":"Guojun Sun, Xu Zhu, Xiushu Qu, Hao Tan","doi":"10.1007/s40999-024-00987-w","DOIUrl":null,"url":null,"abstract":"<p>This study aimed to evaluate the mechanical properties and PTFE (Polytetrafluoroethylene) coated membrane strength reduction coefficients of the original cable-membrane connection of a double-layer orthogonal cable-membrane structure. First, two kinds of membrane connections applicable to the double-layer orthogonal cable-membrane structure were introduced. Subsequently, considering the influence of the membrane configuration, 36 loading specimens were designed to carry out tensile experiments on the cable-membrane connection. By examining the experimental results, the failure mechanism of the connections was revealed. The connection failure loads at different membrane angles and configurations were tested, and the corresponding load—displacement curves were obtained. Furthermore, the factors affecting the connection mechanical properties were analysed, and the relationship between membrane stress and strain was deduced. Finally, the membrane strength reduction coefficient corresponding to the proposed connections was calculated, and the suggested value was given to provide a basis for designers applying the connection. The results show that the mechanical properties of the connection are affected by a variety of factors, including the membrane angle, membrane configuration, connection method, and material properties. The reduction factors of the different connections are as follows: the clamping connection factor is 0.35, the biting connection membrane with long ridges and short ridges is 0.25, and the biting connection without reinforcement membranes is 0.2.</p>","PeriodicalId":50331,"journal":{"name":"International Journal of Civil Engineering","volume":"21 1","pages":""},"PeriodicalIF":1.8000,"publicationDate":"2024-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of the Failure Mechanism and PTFE Strength Reduction of Double-Layer Orthogonal Cable-Membrane Connections\",\"authors\":\"Guojun Sun, Xu Zhu, Xiushu Qu, Hao Tan\",\"doi\":\"10.1007/s40999-024-00987-w\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>This study aimed to evaluate the mechanical properties and PTFE (Polytetrafluoroethylene) coated membrane strength reduction coefficients of the original cable-membrane connection of a double-layer orthogonal cable-membrane structure. First, two kinds of membrane connections applicable to the double-layer orthogonal cable-membrane structure were introduced. Subsequently, considering the influence of the membrane configuration, 36 loading specimens were designed to carry out tensile experiments on the cable-membrane connection. By examining the experimental results, the failure mechanism of the connections was revealed. The connection failure loads at different membrane angles and configurations were tested, and the corresponding load—displacement curves were obtained. Furthermore, the factors affecting the connection mechanical properties were analysed, and the relationship between membrane stress and strain was deduced. Finally, the membrane strength reduction coefficient corresponding to the proposed connections was calculated, and the suggested value was given to provide a basis for designers applying the connection. The results show that the mechanical properties of the connection are affected by a variety of factors, including the membrane angle, membrane configuration, connection method, and material properties. The reduction factors of the different connections are as follows: the clamping connection factor is 0.35, the biting connection membrane with long ridges and short ridges is 0.25, and the biting connection without reinforcement membranes is 0.2.</p>\",\"PeriodicalId\":50331,\"journal\":{\"name\":\"International Journal of Civil Engineering\",\"volume\":\"21 1\",\"pages\":\"\"},\"PeriodicalIF\":1.8000,\"publicationDate\":\"2024-05-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40999-024-00987-w\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40999-024-00987-w","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

本研究旨在评估双层正交索膜结构原始索膜连接的机械性能和聚四氟乙烯(PTFE)涂层膜强度降低系数。首先,介绍了两种适用于双层正交索膜结构的膜连接方式。随后,考虑到膜构造的影响,设计了 36 个加载试件,对索膜连接进行拉伸实验。通过研究实验结果,揭示了连接的破坏机理。测试了不同膜角度和结构下的连接破坏载荷,并得到了相应的载荷-位移曲线。此外,还分析了影响连接机械性能的因素,并推导出膜应力和应变之间的关系。最后,计算了与拟议连接相对应的膜强度降低系数,并给出了建议值,为设计人员应用该连接提供了依据。结果表明,连接的机械性能受多种因素的影响,包括膜角度、膜构造、连接方法和材料性能。不同连接的降低系数如下:夹紧连接系数为 0.35,带长脊和短脊的咬合连接膜为 0.25,不带加强膜的咬合连接为 0.2。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

摘要图片

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
Investigation of the Failure Mechanism and PTFE Strength Reduction of Double-Layer Orthogonal Cable-Membrane Connections

This study aimed to evaluate the mechanical properties and PTFE (Polytetrafluoroethylene) coated membrane strength reduction coefficients of the original cable-membrane connection of a double-layer orthogonal cable-membrane structure. First, two kinds of membrane connections applicable to the double-layer orthogonal cable-membrane structure were introduced. Subsequently, considering the influence of the membrane configuration, 36 loading specimens were designed to carry out tensile experiments on the cable-membrane connection. By examining the experimental results, the failure mechanism of the connections was revealed. The connection failure loads at different membrane angles and configurations were tested, and the corresponding load—displacement curves were obtained. Furthermore, the factors affecting the connection mechanical properties were analysed, and the relationship between membrane stress and strain was deduced. Finally, the membrane strength reduction coefficient corresponding to the proposed connections was calculated, and the suggested value was given to provide a basis for designers applying the connection. The results show that the mechanical properties of the connection are affected by a variety of factors, including the membrane angle, membrane configuration, connection method, and material properties. The reduction factors of the different connections are as follows: the clamping connection factor is 0.35, the biting connection membrane with long ridges and short ridges is 0.25, and the biting connection without reinforcement membranes is 0.2.

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
CiteScore
3.90
自引率
5.90%
发文量
83
审稿时长
15 months
期刊介绍: International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.
期刊最新文献
Experimental and Analytical Study of Tensile and Bond Performances of Glass Fabric Reinforced Cementitious Matrix for Retrofit Applications on Concrete Surfaces Boundary Effects for ESB Container in Dynamic Centrifuge Test Incorporating Numerical Simulation Modeling Disruption in the Rail-Road Network and Identifying Critical Terminals Mechanical Behaviors of Steel Segment Support Structures for TBM-Excavated Coal Mine Tunnels: Experimental and Numerical Study Numerical Investigation on the Efficiency of Self-Centering Two-Yield Buckling Restrained Brace on Low-Rise Steel Frames
×
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