Technical Design and Virtual Testing of a Dynamic Vibration Absorber for the Vibration Control of a Flexible Structure

被引:0
作者
Pappalardo, Carmine Maria [1 ]
Isola, Giuseppe [1 ,2 ]
Donadio, Angela [1 ,2 ]
La Regina, Rosario [1 ]
Berardi, Valentino Paolo [1 ]
Guida, Domenico [1 ]
机构
[1] Univ Salerno, Dept Ind Engn, Via Giovanni Paolo II 132, I-84084 Fisciano, Italy
[2] Univ Salerno, Spin Off MEID4 Srl, Via Giovanni Paolo II 132, I-84084 Fisciano, Italy
来源
DYNAMICS | 2025年 / 5卷 / 02期
关键词
Lagrangian mechanics; mechanical vibrations; structural health monitoring; vibration control; dynamic vibration absorber; tuned mass damper; TUNED-MASS DAMPERS; LIQUID COLUMN DAMPER; BUILDING STRUCTURES; COMPOSITE FUSELAGE; OPTIMUM PARAMETERS; IDENTIFICATION; OPTIMIZATION; BEHAVIOR; SYSTEM;
D O I
10.3390/dynamics5020019
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
This research work aims to design and develop a dynamic vibration absorber that effectively reduces the vibrations of a flexible structure subjected to external loads. The analysis presented in this paper initially focuses on identifying the resonance frequencies of a typical structural system, which serves as the case study, since these frequencies are critical to dampening due to their potential to cause excessively large vibration amplitudes. Following this, the optimal parameters of the vibration absorber, including the mass, stiffness, and damping characteristics of the proposed design, were determined. Additionally, this paper proposes and examines the use of viscous-type damping, which is achieved through piston-cylinder systems connected to the structural components of the analyzed frame structure. Thus, the main contributions of this work include the analytical dimensioning, the technical design, and the virtual prototyping of a dynamic absorber constructed using a guyed mast structure capable of significantly reducing mechanical vibrations. This design solution ultimately enhances the strength and durability of the frame structure represented in the case study under external excitation, particularly in the worst-case scenario of seismic action. Furthermore, a key aspect of this study is implementing a new numerical procedure for identifying the system equivalent stiffness coefficient based on its mass and modal parameters, which is particularly useful in engineering applications. The numerical experiments conducted in this work support the effectiveness of the proposed design solution, devised specifically for the dynamic vibration absorber developed in this paper.
引用
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页数:43
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