Wenchi Ni , Wenzha Yang , Xu Zhang , Yuan Du , Cheng Zhang , Yong Ma , Liangbin Xu , Gengqing Tian , Lina Yi , Zhuang Kang
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引用次数: 0
Abstract
Although particle damping has proven to be an effective passive vibration control technique widely applied across a variety of industries, research on its effectiveness and mechanism for suppressing vortex-induced vibrations (VIV) in marine structures remains unclear. This paper investigates the effects of particle dampers on VIV in different branches of a cylinder, determining rules and mechanisms of vibration suppression through a combination of experimental and theoretical analysis methods. Key conclusions drawn from our study include: 1. Optimal filling ratios vary for different VIV branches, with the highest overall VIV suppression effect at a filling rate of approximately 85 %, resulting in amplitude suppression ratios of 30 %-40 %. 2. Particle dampers exhibit an amplitude modulation effect on VIV, with the ability to excite a vibration mode that has the same frequency as the vortex shedding frequency of stationary cylinders. Furthermore, a parameterized study of particle damping systems is conducted in this paper, based on experimental results and theoretical models. Our findings demonstrate the feasibility of applying particle damping to suppress VIV in marine engineering structures, providing valuable reference for selecting optimal parameters of particle dampers.
期刊介绍:
This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.