Author:
Saeed Adnan S.,Abdul Nasar Rafath,AL-Shudeifat Mohammad A.
Abstract
AbstractDynamical and structural systems are susceptible to sudden excitations and loadings such as wind gusts, blasts, earthquakes, and others which may cause destructive vibration amplitudes and lead to catastrophic impact on human lives and economy. Therefore, various vibration absorbers of linear and nonlinear coupling dynamics have been widely studied in plenty of publications where some have been applied in real-world practical applications. Firstly, the tuned-mass-damper (TMD), the first well-known linear vibration absorber that has been well-studied in the literature and applied with various structural and dynamical systems, is discussed. The linear vibration absorbers such as TMDs are widely used in real-life small- and large-scale structures due to their robust performance in vibration suppression of the low natural frequency structural modes. However, the TMD performs efficiently at narrowband frequency range where its performance is deteriorated by any changes in the frequency content in the structure and the TMD itself. Therefore, the targeted-energy-transfer mechanism which is found to be achieved by nonlinear energy sinks (NESs) has ignited the interest in passive nonlinear vibration suppression. Unlike TMDs, the NESs are dynamical vibration absorbers that achieve vibration suppression for wide range of frequency-energy levels. Given the very rapid growth in this field and the extensive research studies supporting the robustness of the NESs, this paper presents the different types of NESs and their applications with main emphasis on the rotary-based and impact-based NESs since they are of high impact in the literature due to their strong nonlinear dynamical behavior and robust targeted energy transfer.
Publisher
Springer Science and Business Media LLC
Subject
Electrical and Electronic Engineering,Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Control and Systems Engineering
Reference266 articles.
1. Farquharson, F.B.: Aerodynamic Stability of Suspension Bridges with Special Reference to Tacoma Narrows Bridge—1. University of Washington Press, Washington (1949)
2. Billah, K.Y., Scanlan, R.H.: Resonance, Tacoma narrows bridge failure, and undergraduate physics textbooks. Am. J. Phys. 59, 118–124 (1991). https://doi.org/10.1119/1.16590
3. Plaut, R.H.: Snap loads and torsional oscillations of the original Tacoma narrows bridge. J. Sound Vib. 309, 613–636 (2008). https://doi.org/10.1016/j.jsv.2007.07.057
4. Invernizzi, S., Montagnoli, F., Carpinteri, A.: Very high cycle corrosion fatigue study of the collapsed Polcevera bridge. Italy. J. Bridg. Eng. 27, 4021102 (2022)
5. Malerba, P.G.: About recent bridge failures. In: Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability. pp. 56–80. CRC Press (2022)
Cited by
65 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献