Yu Zhang , Wei Sun , Hui Zhang , Hongwei Ma , Dongxu Du , Kunpeng Xu
{"title":"Design and implementation of the adaptive vibration control for bolted composite plates under variable loads","authors":"Yu Zhang , Wei Sun , Hui Zhang , Hongwei Ma , Dongxu Du , Kunpeng Xu","doi":"10.1016/j.ymssp.2025.112496","DOIUrl":null,"url":null,"abstract":"<div><div>Due to its excellent material properties, carbon fiber reinforced composites (CFRCs) have been widely used. However, in the face of vibration issues caused by external loads, it is crucial to effectively suppress vibrations to enhance the performance of composite thin-walled structures. To meet the adaptive vibration control requirements of composite thin-walled structures under variable loads, an innovative Filtered-x Least Mean Square (Fx-LMS) algorithm with adaptive step size adjustment capability is proposed in this paper. This algorithm aims to resolve the conflict between convergence speed and controller stability. By employing independent training signals for online identification, the algorithm can effectively adapt to the time-varying characteristics of variable loads. Moreover, Macro-Fiber Composite (MFC) is selected as the active control element, and an active control scheme with embedded MFC structural characteristics is designed for bolted composite plates, ensuring the active control capabilities while providing necessary protection for the MFC. Through numerical simulations and experimental validation, the results indicate that the improved Fx-LMS algorithm proposed in this paper exhibits good convergence speed, controller stability, and significant vibration suppression under variable loads and random disturbances. The vibration response after active control is reduced by more than 90%. The proposed control method and new structural design provide important guidance for improving the performance of similar structures.</div></div>","PeriodicalId":51124,"journal":{"name":"Mechanical Systems and Signal Processing","volume":"229 ","pages":"Article 112496"},"PeriodicalIF":8.9000,"publicationDate":"2025-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanical Systems and Signal Processing","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0888327025001979","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/2/27 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Due to its excellent material properties, carbon fiber reinforced composites (CFRCs) have been widely used. However, in the face of vibration issues caused by external loads, it is crucial to effectively suppress vibrations to enhance the performance of composite thin-walled structures. To meet the adaptive vibration control requirements of composite thin-walled structures under variable loads, an innovative Filtered-x Least Mean Square (Fx-LMS) algorithm with adaptive step size adjustment capability is proposed in this paper. This algorithm aims to resolve the conflict between convergence speed and controller stability. By employing independent training signals for online identification, the algorithm can effectively adapt to the time-varying characteristics of variable loads. Moreover, Macro-Fiber Composite (MFC) is selected as the active control element, and an active control scheme with embedded MFC structural characteristics is designed for bolted composite plates, ensuring the active control capabilities while providing necessary protection for the MFC. Through numerical simulations and experimental validation, the results indicate that the improved Fx-LMS algorithm proposed in this paper exhibits good convergence speed, controller stability, and significant vibration suppression under variable loads and random disturbances. The vibration response after active control is reduced by more than 90%. The proposed control method and new structural design provide important guidance for improving the performance of similar structures.
碳纤维增强复合材料(CFRCs)由于其优异的材料性能,得到了广泛的应用。然而,面对外部载荷引起的振动问题,有效抑制振动是提高复合材料薄壁结构性能的关键。为满足复合薄壁结构在变载荷作用下的自适应振动控制要求,提出了一种具有自适应步长调节能力的滤波-x最小均方(filter -x Least Mean Square, Fx-LMS)算法。该算法旨在解决收敛速度与控制器稳定性之间的冲突。该算法采用独立训练信号进行在线辨识,能有效适应变载荷的时变特性。选择宏纤维复合材料(Macro-Fiber Composite, MFC)作为主动控制元件,针对螺栓复合板设计了嵌入宏纤维复合材料结构特性的主动控制方案,在保证宏纤维复合材料主动控制能力的同时,为其提供必要的保护。数值模拟和实验验证结果表明,本文提出的改进的Fx-LMS算法收敛速度快,控制器稳定性好,在变载荷和随机扰动下具有明显的抑振效果。主动控制后的振动响应降低90%以上。提出的控制方法和新的结构设计对提高类似结构的性能具有重要的指导意义。
期刊介绍:
Journal Name: Mechanical Systems and Signal Processing (MSSP)
Interdisciplinary Focus:
Mechanical, Aerospace, and Civil Engineering
Purpose:Reporting scientific advancements of the highest quality
Arising from new techniques in sensing, instrumentation, signal processing, modelling, and control of dynamic systems