Optimal design and tuned damping performance of the tuned magnetic fluid rolling ball damper for wind turbine tower

When the vibration frequency of the wind turbine tower is close to the inherent frequency, a large displacement response follows, which compromises the turbine tower’s ability to operate safely and steadily. Passive tuned dampers can efficiently exert a damping effect in the resonant frequency range. Nonetheless, their efficiency wanes with vibrations that deviate substantially from these resonant frequencies, given the dampers’ vibration reduction frequency band is narrower. For vibration reduction under variable frequency excitation, we report a thorough investigation of the multi-objective optimal model and vibration damping performance of a novel semi-active tuned magnetic fluid rolling ball damper (TMFRBD) for wind turbine towers. The unique feature of the TMFRBD is its ability to dynamically adjust and control its inherent frequency through the current, broadening the damping bandwidth. For the unique tuning characteristics of the TMFRBD, formulate the multi-objective optimal model consideration of maximizing the adjustable frequency band and damping ratio. In addition, a particle swarm optimization-fuzzy-proportional integrator derivative control strategy is proposed as a semi-active control strategy to realize the self-tuning capabilities of the TMFRBD. To validate the proposed damper’s effectiveness, a scale model wind turbine tower is constructed. The response characteristics of the TMFRBD are investigated under various excitations to gain greater insights into the damper’s performance. The experimental results show that compared with the traditional passive tuned damper, the TMFRBD broadens the damping bandwidth and enhances the robustness by adjusting the current, which makes up for the deficiency of the narrow damping bandwidth of the passive tuned damper. We believe that TMFRBD may be very effective in protecting wind turbines from low-frequency loads and may even extend this idea to the towering class of buildings.

Authors

Institutions

Publication Details

Journal
Journal of Vibration and Control
Published
2025-04-21
DOI
https://doi.org/10.1177/10775463251329776
Primary Topic
Vibration Control and Rheological Fluids
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Optimal design and tuned damping performance of the tuned magnetic fluid rolling ball damper for wind turbine tower

Wenrong Yang, Dejie Wei, Yumeng Zhang, Xiaorui Yang
Journal of Vibration and Control
Vibration Control and Rheological Fluids
article

Optimal design and tuned damping performance of the tuned magnetic fluid rolling ball damper for wind turbine tower

Wenrong Yang, Dejie Wei, Yumeng Zhang, Xiaorui Yang
article en

Abstract

When the vibration frequency of the wind turbine tower is close to the inherent frequency, a large displacement response follows, which compromises the turbine tower’s ability to operate safely and steadily. Passive tuned dampers can efficiently exert a damping effect in the resonant frequency range. Nonetheless, their efficiency wanes with vibrations that deviate substantially from these resonant frequencies, given the dampers’ vibration reduction frequency band is narrower. For vibration reduction under variable frequency excitation, we report a thorough investigation of the multi-objective optimal model and vibration damping performance of a novel semi-active tuned magnetic fluid rolling ball damper (TMFRBD) for wind turbine towers. The unique feature of the TMFRBD is its ability to dynamically adjust and control its inherent frequency through the current, broadening the damping bandwidth. For the unique tuning characteristics of the TMFRBD, formulate the multi-objective optimal model consideration of maximizing the adjustable frequency band and damping ratio. In addition, a particle swarm optimization-fuzzy-proportional integrator derivative control strategy is proposed as a semi-active control strategy to realize the self-tuning capabilities of the TMFRBD. To validate the proposed damper’s effectiveness, a scale model wind turbine tower is constructed. The response characteristics of the TMFRBD are investigated under various excitations to gain greater insights into the damper’s performance. The experimental results show that compared with the traditional passive tuned damper, the TMFRBD broadens the damping bandwidth and enhances the robustness by adjusting the current, which makes up for the deficiency of the narrow damping bandwidth of the passive tuned damper. We believe that TMFRBD may be very effective in protecting wind turbines from low-frequency loads and may even extend this idea to the towering class of buildings.

Journal of Vibration and Control
Hebei University of Technology (CN), Hebei University of Science and Technology (CN), Beihang University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 84%
Vibration Control and Rheological Fluids
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.