Modal Analysis of Offshore Monopile Wind Turbine: An Analytical Solution

被引:60
作者
Pezeshki, Hadi [1 ]
Pavlou, Dimitrios [1 ]
Adeli, Hojjat [2 ]
Siriwardane, Sudath C. [1 ]
机构
[1] Univ Stavanger, Kjolv Egelands hus,E Block,2nd Floor,Kristine Bonn, N-4021 Stavanger, Norway
[2] Ohio State Univ, Columbus, OH 43210 USA
来源
JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2023年 / 145卷 / 01期
关键词
offshore wind turbine; response; natural frequencies; natural modes; wave-structure interactions; nonlinear wave kinematics; soil-structure interactions; design of offshore structures; dynamics of structures; fluid-structure interaction; geotechnology and foundation engineering; ocean energy technology; structural mechanics and foundation; wave mechanics and wave effects; INDUCED SEABED RESPONSE; VIBRATION CONTROL; NATURAL FREQUENCY; CONTROL-OPTIMIZATION; PARALLEL ALGORITHMS; DYNAMIC-RESPONSE; OPTIMUM DESIGN; MODEL; FOUNDATION; PROTOTYPE;
D O I
10.1115/1.4055402
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
An analytical solution of the dynamic response of offshore wind turbines under wave load with nonlinear Stokes's wave theory and wave-structure and soil-foundation interactions is developed. Natural frequencies and the corresponding modes are obtained. The effect of the wave-structure interaction, the added mass, the foundation stiffness, and the nacelle translational and rotational inertia on the motion of the structure is investigated. The nonlinear loading provided by the drag term of Morison's equation is successfully handled. A parametric study to examine the effect of the structural parameters on the dynamic response is conducted, and the results of the proposed analytical solution are compared to numerical ones. The proposed method has the following advantages: (a) it is accurate and straightforward because of its analytical nature, (b) it does not ignore the drag term in the wave loading by keeping its nonlinearity nature, (c) the structure of the wind turbine is modeled as a continuous system, (d) it takes into account the effect of the rotational and translational inertia of the nacelle on the dynamic response, and (e) it provides an interpretation of the effect of the sea level variation in changing the natural frequencies.
引用
收藏
页数:18
相关论文
共 77 条
[1]  
ADELI H, 1978, J STRUCT DIV-ASCE, V104, P263
[2]   Optimal control of adaptive/smart bridge structures [J].
Adeli, H ;
Saleh, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (02) :218-226
[3]   Neural network model for optimization of cold-formed steel beams [J].
Adeli, H ;
Karim, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (11) :1535-1543
[4]  
Adeli H., 2009, Wavelet-Based Vibration Control of Smart Buildings and Bridges
[5]   Dynamic analysis of a monopile-supported offshore wind turbine considering the soil-foundation-structure interaction [J].
Alkhoury, Philip ;
Soubra, Abdul-Hamid ;
Rey, Valentine ;
Ait-Ahmed, Mourad .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 158
[6]   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
[7]   A novel methodology for modal parameters identification of large smart structures using MUSIC, empirical wavelet transform, and Hilbert transform [J].
Amezquita-Sanchez, Juan P. ;
Park, Hyo Seon ;
Adeli, Hojjat .
ENGINEERING STRUCTURES, 2017, 147 :148-159
[8]  
[Anonymous], 2010, Recommended Practice DNV-RP-C205: Environmental Conditions and Environmental Loads
[9]  
[Anonymous], 1967, Analytical methods in vibrations
[10]   An analytical model to predict the natural frequency of offshore wind turbines on three-spring flexible foundations using two different beam models [J].
Arany, L. ;
Bhattacharya, S. ;
Adhikari, S. ;
Hogan, S. J. ;
Macdonald, J. H. G. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2015, 74 :40-45