Analysis of mitigation of natural frequency reduction due to scour through inner water level control of offshore wind turbines

被引:0
作者
Kim, Dongju [1 ,2 ]
You, Youngsuk [1 ,2 ]
Sun, Minyoung [1 ,2 ]
机构
[1] Jeonbuk Natl Univ, Dept Energy Engn, 567 Baekje Daero, Jeonju 54896, South Korea
[2] JBNU Offshore Wind Int Inst, 567 Baekje Daero, Jeonju 54896, South Korea
关键词
Offshore wind turbine; Natural frequency; Scour; Finite element analysis; Monopile; Soil-structure interaction stiffness; MINIMIZING RESPONSE; MONOPILES; DESIGN; DAMPER;
D O I
10.1016/j.oceaneng.2025.121907
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The natural frequency of offshore wind structures must avoid resonance with wind, wave, and rotor frequencies. Soil conditions and seawater significantly affect natural frequency, with scour and water level changes potentially altering it. This study analyzes the effects of inner water level and scour on the natural frequency of a 15 MW monopile-supported offshore wind turbine to ensure structural stability during the initial design phase. Under dense sand conditions, increasing water depth and monopile diameter expanded the controllable natural frequency range through IWL, with a maximum influence of 2.5 %. For scour depths of 1.5D, larger monopile diameters reduced natural frequency loss and enabled IWL to mitigate up to 0.5D of scour depth. In contrast, loose sand conditions with insufficient embedment depth amplified IWL's influence but worsened natural frequency reductions due to scour, reducing mitigation to 0.4D. Considering critical embedment depth allows greater mitigation of scour depths in deeper waters. These results highlight the importance of considering critical embedment depth and IWL interactions in the initial design phase to enhance structural stability and mitigate scour-induced natural frequency reductions, particularly in deep waters.
引用
收藏
页数:13
相关论文
共 32 条
[1]  
Adhikari S, 2012, SHOCK VIB, V19, P37, DOI [10.3233/SAV-2012-0615, 10.1155/2012/408493]
[2]   Dynamic soil-structure interaction in offshore wind turbines on monopiles in layered seabed based on real data [J].
Alamo, Guillermo M. ;
Aznarez, Juan J. ;
Padron, Luis A. ;
Martinez-Castro, Alejandro E. ;
Gallego, Rafael ;
Maeso, Orlando .
OCEAN ENGINEERING, 2018, 156 :14-24
[3]   A full three-dimensional model for the estimation of the natural frequencies of an offshore wind turbine in sand [J].
Alkhoury, Philip ;
Soubra, Abdul-Hamid ;
Rey, Valentine ;
Ait-Ahmed, Mourad .
WIND ENERGY, 2021, 24 (07) :699-719
[4]  
Api R., 2011, 2GEO Geotechnical and Foundation Design Considerations, V120
[5]   Design of monopiles for offshore wind turbines in 10 steps [J].
Arany, Laszlo ;
Bhattacharya, S. ;
Macdonald, John ;
Hogan, S. J. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 92 :126-152
[6]   Closed form solution of Eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI [J].
Arany, Laszlo ;
Bhattacharya, S. ;
Macdonald, John H. G. ;
Hogan, S. John .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 83 :18-32
[7]   Cross-wind modal properties of offshore wind turbines identified by full scale testing [J].
Damgaard, M. ;
Ibsen, L. B. ;
Andersen, L. V. ;
Andersen, J. K. F. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2013, 116 :94-108
[8]  
Gaertner Evan., 2020, IEA WIND TCP TASK 37, DOI DOI 10.2172/1603478
[9]   Integrated structural optimisation of offshore wind turbine support structures based on finite element analysis and genetic algorithm [J].
Gentils, Theo ;
Wang, Lin ;
Kolios, Athanasios .
APPLIED ENERGY, 2017, 199 :187-204
[10]  
Gl D.N.V., 2016, Support Structures for Wind Turbines