石膏板护套冷弯型钢框架天花板横隔梁中螺纹连接的剪切性能:实验与比较研究

IF 1.6 Q3 ENGINEERING, CIVIL Australian Journal of Civil Engineering Pub Date : 2022-01-09 DOI:10.1080/14488353.2021.1974659
I. Saifullah, E. Gad, Rojit Shahi, John L. Wilson, N. Lam, K. Watson
{"title":"石膏板护套冷弯型钢框架天花板横隔梁中螺纹连接的剪切性能:实验与比较研究","authors":"I. Saifullah, E. Gad, Rojit Shahi, John L. Wilson, N. Lam, K. Watson","doi":"10.1080/14488353.2021.1974659","DOIUrl":null,"url":null,"abstract":"ABSTRACT In Australian domestic structures, steel framing and sheathing panels are usually connected using screws. The ceiling diaphragm plays an important role in distributing lateral loads to the bracing walls. Shear connection tests could be used to observe the ceiling diaphragm performance without the complexity of testing full-scale isolated diaphragms. In this research, numerous inexpensive tests have been conducted to replicate representative tests to determine the parameters outlining the load-displacement behaviour for the screw connections between cold-formed steel framing members and plasterboard sheathing. All investigations of shear connection tests have focused on monotonic loading testing. These tests are aimed to determine the lower and upper bounds of the load-displacement curves for typical cold-formed steel framing-to-plasterboard screw connections in ceiling diaphragms. Finally, finite element (FE) models were developed by utilising these test results and predicted the performance of full-sized plasterboard-clad cold-formed steel framed ceiling diaphragms under lateral loading.","PeriodicalId":44354,"journal":{"name":"Australian Journal of Civil Engineering","volume":"20 1","pages":"326 - 344"},"PeriodicalIF":1.6000,"publicationDate":"2022-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Shear behaviour of screw connections in plasterboard sheathed cold- formed steel-framed ceiling diaphragms: experimental and comparative study\",\"authors\":\"I. Saifullah, E. Gad, Rojit Shahi, John L. Wilson, N. Lam, K. Watson\",\"doi\":\"10.1080/14488353.2021.1974659\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT In Australian domestic structures, steel framing and sheathing panels are usually connected using screws. The ceiling diaphragm plays an important role in distributing lateral loads to the bracing walls. Shear connection tests could be used to observe the ceiling diaphragm performance without the complexity of testing full-scale isolated diaphragms. In this research, numerous inexpensive tests have been conducted to replicate representative tests to determine the parameters outlining the load-displacement behaviour for the screw connections between cold-formed steel framing members and plasterboard sheathing. All investigations of shear connection tests have focused on monotonic loading testing. These tests are aimed to determine the lower and upper bounds of the load-displacement curves for typical cold-formed steel framing-to-plasterboard screw connections in ceiling diaphragms. Finally, finite element (FE) models were developed by utilising these test results and predicted the performance of full-sized plasterboard-clad cold-formed steel framed ceiling diaphragms under lateral loading.\",\"PeriodicalId\":44354,\"journal\":{\"name\":\"Australian Journal of Civil Engineering\",\"volume\":\"20 1\",\"pages\":\"326 - 344\"},\"PeriodicalIF\":1.6000,\"publicationDate\":\"2022-01-09\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Australian Journal of Civil Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/14488353.2021.1974659\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Australian Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/14488353.2021.1974659","RegionNum":0,"RegionCategory":null,"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

摘要在澳大利亚国内结构中,钢框架和盖板通常使用螺钉连接。天花板隔板在向支撑墙分配横向荷载方面发挥着重要作用。剪切连接测试可用于观察天花板隔板的性能,而无需测试全尺寸隔离隔板的复杂性。在这项研究中,已经进行了许多廉价的测试,以复制具有代表性的测试,从而确定冷成型钢框架构件和石膏板护套之间的螺纹连接的荷载-位移行为的参数。剪切连接试验的所有研究都集中在单调荷载试验上。这些试验旨在确定天花板隔板中典型冷弯型钢框架与石膏板螺纹连接的荷载-位移曲线的下限和上限。最后,利用这些试验结果建立了有限元模型,并预测了全尺寸石膏板覆盖冷弯型钢框架天花板隔板在横向荷载作用下的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
Shear behaviour of screw connections in plasterboard sheathed cold- formed steel-framed ceiling diaphragms: experimental and comparative study
ABSTRACT In Australian domestic structures, steel framing and sheathing panels are usually connected using screws. The ceiling diaphragm plays an important role in distributing lateral loads to the bracing walls. Shear connection tests could be used to observe the ceiling diaphragm performance without the complexity of testing full-scale isolated diaphragms. In this research, numerous inexpensive tests have been conducted to replicate representative tests to determine the parameters outlining the load-displacement behaviour for the screw connections between cold-formed steel framing members and plasterboard sheathing. All investigations of shear connection tests have focused on monotonic loading testing. These tests are aimed to determine the lower and upper bounds of the load-displacement curves for typical cold-formed steel framing-to-plasterboard screw connections in ceiling diaphragms. Finally, finite element (FE) models were developed by utilising these test results and predicted the performance of full-sized plasterboard-clad cold-formed steel framed ceiling diaphragms under lateral loading.
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
7.70%
发文量
31
期刊最新文献
Socio-environmental management of reclaimed asphalt pavement (RAP) through a socio-ecological system approach: governance, adaptation, and long-term stability A parametric design framework for timber framing span tables Dynamic analysis of RC frame structure subjected to various damage severity in beams and columns Evaluation of the field survey procedure and three-dimensional modelling of a building using drone-captured images The impact of seismic waves to evaluate the behaviour of a real case of damaged earth dam
×
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