2022
DOI: 10.1088/1742-6596/2257/1/012011
|View full text |Cite
|
Sign up to set email alerts
|

Assessment of Vortex Induced Vibrations on wind turbines

Abstract: Modern wind turbines are prone to Vortex Induced Vibrations (VIV). In the present work, an engineering semi-empirical framework is proposed that assesses VIV aero-elastic instabilities of wind turbine configurations. The procedure employs engineering tools relying on airfoil polars. It uses the state-of-the-art aero-elastic tool hGAST along with the EUROCODE VIV framework for steel structures extended to wind turbine configurations. The aero-elastic tool provides the missing modal input data (i.e. modal freque… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
10
0

Year Published

2022
2022
2024
2024

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 9 publications
(10 citation statements)
references
References 12 publications
0
10
0
Order By: Relevance
“…The vortex shedding on a extruded cylinder with a span of 2D, representative of a nontapered wind turbine tower segment subject to periodic boundary conditions, was examined for Re = 8.0 × 10 6 . To model turbulence, an IDDES model was employed, where the URANS (2)(3)(4)(5)(6) in the wake, only v retrains the peak. In (2) the near-wake, u displays a slight bump at 2f * s , which dissipates further into the wake.…”
Section: Discussionmentioning
confidence: 99%
See 2 more Smart Citations
“…The vortex shedding on a extruded cylinder with a span of 2D, representative of a nontapered wind turbine tower segment subject to periodic boundary conditions, was examined for Re = 8.0 × 10 6 . To model turbulence, an IDDES model was employed, where the URANS (2)(3)(4)(5)(6) in the wake, only v retrains the peak. In (2) the near-wake, u displays a slight bump at 2f * s , which dissipates further into the wake.…”
Section: Discussionmentioning
confidence: 99%
“…The numerical investigation of two-way coupled system in wind energy has seen some attention in recent years, with in particular the VIV of wind turbine blades garnering some attention (see e.g. Horcas et al [4] for a high-fidelity, computational fluid dynamics (CFD) numerical investigation, or Manolas et al [5] for a semi-empirical engineering framework for VIV aero-elastic instability assessment), but very few publications on VIV of a wind turbine tower is (to the authors' knowledge) available. Viré et al [6] performs a numerical study of a two-dimensional, freely vibrating cylinder case at Re = 3.6 × 10 6 under flow conditions representative of wind turbine towers, using an unsteady Reynolds-Averaged Navier-Stokes (URANS) turbulence model.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The Reynolds number of the test was 4 2. 6  is the structural critical damping ratio of the vibrating system, y is the deflection of the system in the cross-wind direction and s F is the periodic vortex shedding aerodynamic force. The damping parameter a K of (1) was experimentally obtained through prescribed oscillations of the rigid cylinder model of the form:…”
Section: Brief Description Of the Wind Tunnel Experiments -Aerodynami...mentioning
confidence: 99%
“…The lack of field and experimental data along with the computational cost of high-fidelity simulations such as Computational Fluid Dynamics (CFD) has led researchers to assess blade VIV using engineering models [2] and CFD simulations of simplified cases such as 2D airfoils [3]. When full-blade CFD simulations have been performed, they have been limited to short time IOP Publishing doi:10.1088/1742-6596/2767/2/022054 2 series and/or reduced parameter space explorations [4,5], far from being sufficient to predict the lock-in range and other characteristics of a full-scale blade subject to VIV under real conditions.…”
Section: Introductionmentioning
confidence: 99%