dMATCH: A novel integrated testing method for floating wind turbine dynamics-concept, framework and delay influence DOI
Binrong Wen, Binrong Wen, Zhihao Jiang

et al.

Ocean Engineering, Journal Year: 2024, Volume and Issue: 319, P. 120190 - 120190

Published: Dec. 31, 2024

Language: Английский

Parametric Analysis of Control Techniques for 15 MW Semi-Submersible Floating Wind Turbine DOI Creative Commons
Taesu Jeon, Byung-Soo Kim,

Jaecheon Kim

et al.

Applied Sciences, Journal Year: 2025, Volume and Issue: 15(2), P. 519 - 519

Published: Jan. 8, 2025

In this study, a composite control algorithm based on classical methods is developed to achieve all objectives, such as power production, load reduction, and motion for the floating wind turbine. previous studies, peak shaving nacelle feedback were used together reduce both platform tower-base loads of turbines. The new approach presented in study not only addresses tower but also aims mitigate rotor speed fluctuations blade by additionally introducing feedforward individual pitch control. This expansion enhances applicability performance algorithms. To this, parametric simulations conducted using OpenFAST assess effects parameter variations each technique. simulation results showed that proposed significantly reduced fluctuations, loads, compared with baseline controller.

Language: Английский

Citations

1

Global vibration control of offshore wind turbines with a flexible monopile foundation using a pendulum-tuned mass damper: Risk mitigation and performance incrementation DOI Creative Commons
Gino Bertollucci Colherinhas, Marcus Vinícius Girão de Morais, Francesco Petrini

et al.

Ocean Engineering, Journal Year: 2024, Volume and Issue: 297, P. 117168 - 117168

Published: Feb. 19, 2024

This study investigates an optimized design approach for a passive-adaptive pendulum-tuned mass damper (PTMD). The PTMD is used to mitigate structural vibrations in offshore wind turbines (OWTs) with flexible monopile foundations considering Pile-Soil Interaction (PSI). model OWT based on the 5-MW proposed by National Renewable Energy Laboratory (NREL). PSI incorporates pile that modeled as beam–column elements supported nonlinear springs and accounts lateral loads (p-y curves) axial (t-z Q-z at nodal points. Wind wave spectra estimation, well hydrodynamic aerodynamic load analysis, are performed using bespoke MATLAB® program operated conjunction ANSYS® 3-D finite element global model. resultant peak response hub was evaluated through power spectral density (PSD) analysis. Optimal choices parameters obtained via parametric which assesses dynamic along across directions stress tower base. A systematic representation considers uncertainties stemming from geometric mechanical properties of tower, environmental loads, rotating blade dynamics. To address these uncertainties, Monte Carlo simulation employed assess risk Performance-Based Engineering (PBWE) framework. Consequently, probabilistic evaluation response, foundation stresses, production assists optimal process PTMDs OWTs.

Language: Английский

Citations

7

Optimized design of multiple tuned mass dampers for vibration control of offshore wind turbines DOI Creative Commons
D.A. McNamara, Amiya Pandit, Abdollah Malekjafarian

et al.

Ocean Engineering, Journal Year: 2024, Volume and Issue: 305, P. 117912 - 117912

Published: April 23, 2024

Offshore wind turbines (OWTs) are dynamically sensitive structures to low-frequency wind-wave loadings due their low damping and high flexibility. This makes them vulnerable unwanted vibrations in ocean environments. Therefore, there is a need implement innovative vibration control devices suppress undesired ensure structural safety. A tuned mass damper (TMD) has been promising solution excessive recently OWTs higher efficiency installation cost. However, TMD performance mitigation of when placed at nacelle still challenging investigate because the generator torque pitch may affect dynamics overall system. In this paper, an optimal multiple system designed by placing TMDs locations along tower, which defined using maximum amplitude displacements for first three natural frequencies tower. addition, extensive simulations carried out with integrated OWT-TMD systems find ratio values quantity TMDs. The also several scenarios, including operating, parked, idling conditions under combined loadings. numerical model 5 MW NREL OWT developed OpenFAST considered as baseline study. results show root mean square (RMS) response reduction 10.2% 42% fore-aft (FA) side-side (SS) tower displacement optimally Moreover, improved effects on base moment RMS 43.6% 20.8% observed orthogonal directions, respectively. findings paper have potential designing passive reductions OWT.

Language: Английский

Citations

7

A Comprehensive Numerical Model for Aero-Hydro-Mooring Analysis of a Floating Offshore Wind Turbine DOI
Rizwan Haider, Wei Shi, Yefeng Cai

et al.

Renewable Energy, Journal Year: 2024, Volume and Issue: 237, P. 121793 - 121793

Published: Nov. 2, 2024

Language: Английский

Citations

4

A Distributed Inference Method Integrating Causal Analysis and Surrogate Models for Optimizing Tuned Mass Damper Parameters to Enhance Offshore Wind Turbine Safety DOI
Ruixing Zhang, Liqiang An, Xinmeng Yang

et al.

Reliability Engineering & System Safety, Journal Year: 2025, Volume and Issue: unknown, P. 110863 - 110863

Published: Jan. 1, 2025

Language: Английский

Citations

0

Dynamic response reduction of floating offshore renewable energy applications with a high-damping mooring system DOI
Dan Yang, Satish Nagarajaiah, Lin Chen

et al.

Ocean Engineering, Journal Year: 2025, Volume and Issue: 324, P. 120609 - 120609

Published: Feb. 18, 2025

Language: Английский

Citations

0

Application of the Fast-Marching Algorithm for Multi-sensor Network Data Analysis DOI
Xuan-Kien Dang, Luu Hoang Minh, Viet-Dung Do

et al.

Lecture notes in civil engineering, Journal Year: 2025, Volume and Issue: unknown, P. 11 - 21

Published: Jan. 1, 2025

Language: Английский

Citations

0

Study on Vibration Control of Wind Turbine With an Optimised Eddy Current Tuned Rolling Cylinder Damper DOI Creative Commons
Zhenqing Liu, Chao Wang, Dongqin Zhang

et al.

Structural Control and Health Monitoring, Journal Year: 2025, Volume and Issue: 2025(1)

Published: Jan. 1, 2025

The increasing scale and capacity of wind turbines, driven by advancements in power technology, present significant challenges managing fatigue loads vibrations. To address these challenges, we have designed an eddy current tuned rolling cylinder damper (ECTRCD) which incorporates current–induced damping into the traditional (TRCD) optimised parameters including radius ratio, mass frequency ratio ratio. optimal is observed between 0.9 1, with around 0.05 ration 1/6. On contrary, performance improves as increases. Additionally, reduction equivalent load 17.7% ECTRCD (a 1/6, a 1.2%, 0.943 0.059). Compared TRCD, enhancement this value modest, only 1% improvement. Nevertheless, displacement at tower top side‐to‐side direction significantly mitigated, particularly under high speeds. This finding underscores potential promising alternative to conventional TRCDs, offering enhanced improved structural stability.

Language: Английский

Citations

0

Dynamic performance optimization of a floating offshore wind turbine based on fractal-inspired design principles DOI

Haoda Huang,

Qingsong Liu,

Musa Bashir

et al.

Energy, Journal Year: 2025, Volume and Issue: unknown, P. 135963 - 135963

Published: April 1, 2025

Language: Английский

Citations

0

Extreme value characteristics of jacket-type offshore wind turbine dynamic response under wind-wave actions DOI

Ziyang Zhang,

Jiabin Liu, Wen‐Li Chen

et al.

Ocean Engineering, Journal Year: 2025, Volume and Issue: 329, P. 121133 - 121133

Published: April 8, 2025

Language: Английский

Citations

0