Band gap mechanism and vibration attenuation of a quasi-zero stiffness metastructure

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY International Journal of Structural Integrity Pub Date : 2022-11-14 DOI:10.1108/ijsi-08-2022-0104
Yingli Li, Muhammad Zahradeen Tijjani, Xudong Jiang, Jamiu Opeyemi Ahmed
{"title":"Band gap mechanism and vibration attenuation of a quasi-zero stiffness metastructure","authors":"Yingli Li, Muhammad Zahradeen Tijjani, Xudong Jiang, Jamiu Opeyemi Ahmed","doi":"10.1108/ijsi-08-2022-0104","DOIUrl":null,"url":null,"abstract":"PurposeThe main purpose of this paper is to investigate the vibration isolation performance of a quasi-zero stiffness (QZS) metastructure by employing the band gap (BG) mechanism.Design/methodology/approachThe metastructure QZS characteristic was investigated through static analysis by numerical simulation. Based on that, the BG mechanism is primarily used in this article to investigate the wave propagation characteristics of this structure. The model's dispersion relation is then examined using theoretical (perturbation method) and finite element techniques. The dynamic response of the finite-size systems and experimental analysis is used to confirm the vibration mitigation property under investigation. Finally, the model's ability to absorb energy was examined and contrasted with a traditional model.FindingsThe analytical analysis reveals the dispersion curve and the effect of the nonlinear parameter on the curve shifting. The dispersion curve in the finite element method (FEM) result depicts five complete BGs within the range of 0–1,000 Hz, and the BG width accounted for 67.4% of the frequency concerned (0–1,000 Hz). Eigenmodes of the dispersion curves were analyzed to investigate the BG formation mechanisms. The dependence of BG opening and closure on structure parameters was also studied. Finally, the energy absorption property of the QZS metastructure was evaluated by comparing it with a classical model. The QZS structure absorbs 4.08 J/Kg compared to the 3.69 J/Kg absorbed by the classical model, which reveals that the QZS demonstrates better energy absorption performance. Based on the BG mechanism, it is clear that this model is an excellent vibration isolator, and the study reveals the frequencies at which complete vibration mitigation is achieved. As a result, this model could be a promising candidate for vibration mitigation engineering structures and energy absorption.Originality/valueThe tough vibration issue, which is primarily experienced in mechanical equipment, will be resolved in this study. This study provides a precise understanding of the QZS metastructure's isolation of vibration, including the frequencies at which this isolation occurs.","PeriodicalId":45359,"journal":{"name":"International Journal of Structural Integrity","volume":null,"pages":null},"PeriodicalIF":3.5000,"publicationDate":"2022-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Structural Integrity","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1108/ijsi-08-2022-0104","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

Abstract

PurposeThe main purpose of this paper is to investigate the vibration isolation performance of a quasi-zero stiffness (QZS) metastructure by employing the band gap (BG) mechanism.Design/methodology/approachThe metastructure QZS characteristic was investigated through static analysis by numerical simulation. Based on that, the BG mechanism is primarily used in this article to investigate the wave propagation characteristics of this structure. The model's dispersion relation is then examined using theoretical (perturbation method) and finite element techniques. The dynamic response of the finite-size systems and experimental analysis is used to confirm the vibration mitigation property under investigation. Finally, the model's ability to absorb energy was examined and contrasted with a traditional model.FindingsThe analytical analysis reveals the dispersion curve and the effect of the nonlinear parameter on the curve shifting. The dispersion curve in the finite element method (FEM) result depicts five complete BGs within the range of 0–1,000 Hz, and the BG width accounted for 67.4% of the frequency concerned (0–1,000 Hz). Eigenmodes of the dispersion curves were analyzed to investigate the BG formation mechanisms. The dependence of BG opening and closure on structure parameters was also studied. Finally, the energy absorption property of the QZS metastructure was evaluated by comparing it with a classical model. The QZS structure absorbs 4.08 J/Kg compared to the 3.69 J/Kg absorbed by the classical model, which reveals that the QZS demonstrates better energy absorption performance. Based on the BG mechanism, it is clear that this model is an excellent vibration isolator, and the study reveals the frequencies at which complete vibration mitigation is achieved. As a result, this model could be a promising candidate for vibration mitigation engineering structures and energy absorption.Originality/valueThe tough vibration issue, which is primarily experienced in mechanical equipment, will be resolved in this study. This study provides a precise understanding of the QZS metastructure's isolation of vibration, including the frequencies at which this isolation occurs.
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
准零刚度元结构带隙机理及振动衰减
目的研究带隙(BG)机制对准零刚度(QZS)元结构的隔振性能。设计/方法/方法采用数值模拟方法对元结构QZS特性进行了静态分析。基于此,本文主要利用BG机制研究该结构的波传播特性。然后用理论(摄动法)和有限元技术检验模型的色散关系。采用有限尺寸系统的动力响应和实验分析来验证所研究的减振性能。最后,对模型的吸能能力进行了检验,并与传统模型进行了对比。分析结果揭示了色散曲线和非线性参数对曲线移动的影响。有限元法(FEM)结果中的色散曲线描绘了0 ~ 1,000 Hz范围内的5个完整的BG, BG宽度占相关频率(0 ~ 1,000 Hz)的67.4%。分析了色散曲线的本征模式,探讨了BG的形成机制。研究了BG开闭对结构参数的依赖关系。最后,通过与经典模型的比较,评价了QZS元结构的吸能性能。QZS结构的吸能比经典模型的3.69 J/Kg高4.08 J/Kg,表明QZS结构具有更好的吸能性能。基于BG机制,很明显,该模型是一个很好的隔振器,研究揭示了实现完全减振的频率。因此,该模型可以作为减振工程结构和能量吸收的一个有希望的候选模型。在本研究中,将解决机械设备中主要经历的严重振动问题。这项研究提供了对QZS元结构对振动的隔离的精确理解,包括这种隔离发生的频率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
期刊最新文献
Study on crack law of shield segment under load variation based on XFEM Study on crack law of shield segment under load variation based on XFEM Research of criteria for analyzing the load-bearing capacity of buildings in areas of technogenic impact caused by mining operations Detection of bridge damage through analysis of dynamic response to vehicular loads utilizing long-gauge sensors Ultimate resistance and fatigue performance predictions of woven-based fiber reinforced polymers using a computational homogenization method
×
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