开孔对冷弯型钢剪力墙板的影响

IF 1 4区 工程技术 Q4 ENGINEERING, CIVIL
Gradevinar Pub Date : 2020-10-19 DOI:10.14256/jce.2755.2019
I. Rouaz, N. Bourahla, Smail Kechidi
{"title":"开孔对冷弯型钢剪力墙板的影响","authors":"I. Rouaz, N. Bourahla, Smail Kechidi","doi":"10.14256/jce.2755.2019","DOIUrl":null,"url":null,"abstract":"In this paper, the effect of openings on global performance of Cold Formed Steel Shear Wall Panels is investigated numerically using the ABAQUS software. A benchmark model is first validated in terms of lateral shear capacity and nonlinear behaviour of the CFS-SWP. The failure mode of the CFS-SWP with opening is identified and validated. Subsequently, a parametric study on the effect of size and position of openings is conducted, in which the opening position is found to have a significant impact on the CFS-SWP performance. The benchmark model can be used for design purposes to evaluate with good accuracy the reduced ultimate strength of individual CFS-SWPs for any size and position of openings.","PeriodicalId":50415,"journal":{"name":"Gradevinar","volume":"72 1","pages":"771-780"},"PeriodicalIF":1.0000,"publicationDate":"2020-10-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Effect of openings on cold formed steel shear wall panels\",\"authors\":\"I. Rouaz, N. Bourahla, Smail Kechidi\",\"doi\":\"10.14256/jce.2755.2019\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In this paper, the effect of openings on global performance of Cold Formed Steel Shear Wall Panels is investigated numerically using the ABAQUS software. A benchmark model is first validated in terms of lateral shear capacity and nonlinear behaviour of the CFS-SWP. The failure mode of the CFS-SWP with opening is identified and validated. Subsequently, a parametric study on the effect of size and position of openings is conducted, in which the opening position is found to have a significant impact on the CFS-SWP performance. The benchmark model can be used for design purposes to evaluate with good accuracy the reduced ultimate strength of individual CFS-SWPs for any size and position of openings.\",\"PeriodicalId\":50415,\"journal\":{\"name\":\"Gradevinar\",\"volume\":\"72 1\",\"pages\":\"771-780\"},\"PeriodicalIF\":1.0000,\"publicationDate\":\"2020-10-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Gradevinar\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.14256/jce.2755.2019\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Gradevinar","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.14256/jce.2755.2019","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 1

摘要

本文利用ABAQUS软件,对开孔对冷弯型钢剪力墙板整体性能的影响进行了数值研究。首先根据CFS-SWP的横向剪切能力和非线性特性验证了基准模型。对CFS-SWP开孔失效模式进行了识别和验证。随后,对开口尺寸和开口位置的影响进行了参数化研究,发现开口位置对CFS-SWP性能有显著影响。该基准模型可用于设计目的,以较好的精度评估任意开口尺寸和位置下单个cfs - swp的降低极限强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of openings on cold formed steel shear wall panels
In this paper, the effect of openings on global performance of Cold Formed Steel Shear Wall Panels is investigated numerically using the ABAQUS software. A benchmark model is first validated in terms of lateral shear capacity and nonlinear behaviour of the CFS-SWP. The failure mode of the CFS-SWP with opening is identified and validated. Subsequently, a parametric study on the effect of size and position of openings is conducted, in which the opening position is found to have a significant impact on the CFS-SWP performance. The benchmark model can be used for design purposes to evaluate with good accuracy the reduced ultimate strength of individual CFS-SWPs for any size and position of openings.
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
Gradevinar
Gradevinar ENGINEERING, CIVIL-
CiteScore
1.70
自引率
18.20%
发文量
56
审稿时长
6-12 weeks
期刊介绍: Information not localized
×
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