Comparisons on vibration reduction effect of two types of particle dampers for offshore wind turbine structures

IF 5.1 2区 工程技术 Q1 ENGINEERING, CIVIL Marine Structures Pub Date : 2025-03-12 DOI:10.1016/j.marstruc.2025.103809
Xiaofeng Dong , Yuan Jia , Shencheng Ren , Jiale Li , Zhuo Miao
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Abstract

Offshore wind power (OWP) is developing towards large capacity, high towers, and long blades, which causes offshore wind turbines (OWT) to bear more severe environmental loads and increase the risk of vibration and fatigue. Although dampers can effectively control vibration, they are mostly difficult to apply in practice due to the limited space in the nacelle and tower. To solve this problem, two types of particle dampers with strong robustness and flexible layout characteristics were introduced in this research, and their vibration reduction performance was compared. Firstly, considering the actual spatial layout inside OWT, two types of particle dampers, respectively, called the vibration reduction particle deck (VR-PD) and particle damping-tuned mass damper (PD-TMD), were proposed. Then, the finite-element method (FEM) and discrete-element method (DEM) were both used to establish the coupled FEM-DEM numerical model of OWT structure, and its effectiveness was demonstrated through a classic physical model experiment. Finally, the tuned mass damper (TMD) was installed on the numerical model of OWT structures and compared with two newly proposed dampers for vibration reduction effect under the seven conditions, including modal analysis, impact condition, extreme condition, seismic condition, vibration amplification condition, operation condition, and fatigue condition. It can be shown that VR-PD and PD-TMD can better control the vibration of OWT structures under the condition of large displacement and reduce the maximum displacement by 81.40 % and 81.05 %, respectively, under the vibration amplification condition. Simultaneously, VR-PD and TMD have good vibration reduction effects under operational conditions, which can reduce the root mean square (RMS) value of displacement by 30.1 % and 31.1 %, and the peak displacement by 30.95 % and 23.56 %, respectively. Additionally, VR-PD and TMD are more excellent in increasing the fatigue life of OWT structures.
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两种粒子阻尼器对海上风力机结构减振效果的比较
海上风电正朝着大容量、高塔、长叶片的方向发展,这使得海上风电机组承受更加严峻的环境载荷,振动和疲劳风险增大。虽然阻尼器可以有效地控制振动,但由于机舱和塔架空间有限,在实际应用中大多难以应用。为了解决这一问题,本研究引入了两种具有强鲁棒性和柔性布局特性的颗粒阻尼器,并对其减振性能进行了比较。首先,根据OWT内部的实际空间布局,提出了两种类型的粒子阻尼器,分别称为减振粒子甲板(VR-PD)和粒子阻尼调谐质量阻尼器(PD-TMD)。然后,采用有限元法(FEM)和离散元法(DEM)建立了OWT结构的FEM-DEM耦合数值模型,并通过经典物理模型实验验证了其有效性。最后,将调谐质量阻尼器(TMD)安装在OWT结构的数值模型上,并与两种新提出的阻尼器在模态分析、冲击工况、极端工况、地震工况、振动放大工况、运行工况和疲劳工况下的减振效果进行了比较。结果表明,在大位移条件下,VR-PD和PD-TMD能较好地控制OWT结构的振动,在振动放大条件下,VR-PD和PD-TMD能使OWT结构的最大位移分别降低81.40%和81.05%。同时,在运行工况下,VR-PD和TMD均具有良好的减振效果,可将位移均方根值(RMS)分别降低30.1%和31.1%,峰值位移分别降低30.95%和23.56%。另外,VR-PD和TMD在提高OWT结构疲劳寿命方面效果更佳。
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
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.
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