变摩擦装置自定心旋转摩擦阻尼器恢复力模型的理论推导与实验验证

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Peng Chang , Ronghao Zhao , Qiuge Feng , Na Yang
{"title":"变摩擦装置自定心旋转摩擦阻尼器恢复力模型的理论推导与实验验证","authors":"Peng Chang ,&nbsp;Ronghao Zhao ,&nbsp;Qiuge Feng ,&nbsp;Na Yang","doi":"10.1016/j.istruc.2025.109267","DOIUrl":null,"url":null,"abstract":"<div><div>A rotational friction damper is proposed for the mortise-tenon joints of wooden beams and columns. The proposed damper features variable friction characteristics and a degree of self-centering capability, attributed to its unique design features, including sliding teeth, a circular slope friction surface within the sliding groove, and a dish-shaped spring. This paper provides a comprehensive analysis of the damper's fundamental structure and operational mechanism, delineating the working process into five distinct stages. The output equations for each stage are derived, and a restoring force model for the damper is formulated. Subsequently, performance testing of the rotational friction damper is conducted under reciprocating force to validate the reliability of the established restoring force model. The findings indicate that the hysteretic curve of the damper exhibits a pronounced \"flag-shaped\" shape, with notable asymmetry between the positive and negative directions. Moreover, the damper demonstrates stable mechanical properties and effective energy dissipation capabilities. Furthermore, these results align closely with the experimental data, accurately reflecting the operational characteristics of the damper.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"78 ","pages":"Article 109267"},"PeriodicalIF":3.9000,"publicationDate":"2025-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Theoretical derivation and experimental validation of a restoring force model for a self-centering rotational friction damper with variable friction device\",\"authors\":\"Peng Chang ,&nbsp;Ronghao Zhao ,&nbsp;Qiuge Feng ,&nbsp;Na Yang\",\"doi\":\"10.1016/j.istruc.2025.109267\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>A rotational friction damper is proposed for the mortise-tenon joints of wooden beams and columns. The proposed damper features variable friction characteristics and a degree of self-centering capability, attributed to its unique design features, including sliding teeth, a circular slope friction surface within the sliding groove, and a dish-shaped spring. This paper provides a comprehensive analysis of the damper's fundamental structure and operational mechanism, delineating the working process into five distinct stages. The output equations for each stage are derived, and a restoring force model for the damper is formulated. Subsequently, performance testing of the rotational friction damper is conducted under reciprocating force to validate the reliability of the established restoring force model. The findings indicate that the hysteretic curve of the damper exhibits a pronounced \\\"flag-shaped\\\" shape, with notable asymmetry between the positive and negative directions. Moreover, the damper demonstrates stable mechanical properties and effective energy dissipation capabilities. Furthermore, these results align closely with the experimental data, accurately reflecting the operational characteristics of the damper.</div></div>\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":\"78 \",\"pages\":\"Article 109267\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2025-05-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352012425010811\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425010811","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

提出了一种适用于木梁、木柱榫卯连接的旋转摩擦阻尼器。所提出的阻尼器具有可变摩擦特性和一定程度的自定心能力,这归功于其独特的设计特征,包括滑动齿,滑动槽内的圆形斜坡摩擦面和碟形弹簧。本文全面分析了阻尼器的基本结构和工作机理,并将其工作过程划分为五个不同的阶段。推导了各阶阻尼器的输出方程,建立了阻尼器的恢复力模型。随后,对旋转摩擦阻尼器进行了往复力作用下的性能试验,验证所建立的恢复力模型的可靠性。结果表明:阻尼器的滞回曲线呈明显的“旗形”形状,正负方向不对称;此外,该阻尼器具有稳定的力学性能和有效的耗能能力。此外,这些结果与实验数据密切相关,准确地反映了阻尼器的工作特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Theoretical derivation and experimental validation of a restoring force model for a self-centering rotational friction damper with variable friction device
A rotational friction damper is proposed for the mortise-tenon joints of wooden beams and columns. The proposed damper features variable friction characteristics and a degree of self-centering capability, attributed to its unique design features, including sliding teeth, a circular slope friction surface within the sliding groove, and a dish-shaped spring. This paper provides a comprehensive analysis of the damper's fundamental structure and operational mechanism, delineating the working process into five distinct stages. The output equations for each stage are derived, and a restoring force model for the damper is formulated. Subsequently, performance testing of the rotational friction damper is conducted under reciprocating force to validate the reliability of the established restoring force model. The findings indicate that the hysteretic curve of the damper exhibits a pronounced "flag-shaped" shape, with notable asymmetry between the positive and negative directions. Moreover, the damper demonstrates stable mechanical properties and effective energy dissipation capabilities. Furthermore, these results align closely with the experimental data, accurately reflecting the operational characteristics of the damper.
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
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
×
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