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Analytical Estimation of Natural Frequencies of Offshore Monopile Wind Turbines

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Advances in Computational Mechanics and Applications (OES 2023)

Part of the book series: Structural Integrity ((STIN,volume 29))

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Abstract

A comprehensive analytical solution for the estimation of natural frequencies of monopile supported Offshore Wind Turbines (OWTs) is proposed in this paper. The solution is based on the non-dimensional equations established using the Euler-Bernoulli beam theory and relevant boundary conditions. The equations of motion for above water and underwater are separated to compensate for the effect of added mass. Therefore, three equations of motion are established to simulate the motion of the monopile underwater, above water, and tower. The tower is considered a tapered tubular structure that linearly varies in diameter from bottom to top. Four sets of boundary conditions are also established at the seabed, seawater, platform, and nacelle levels. The seabed boundary conditions are to model the effect of the monopile section under the seabed by using the coupled springs. The seawater and platform level boundary conditions are the continuity conditions to link the monopile underwater, above water, and tower. The translational and rotational masses of the nacelle-rotor assembly are also included in the boundary conditions at the nacelle level. The non-dimensional equations are solved for a DTU 10 MW OWT case, and the results are compared to similar works. Besides, the 1st natural frequency of the system is evaluated for different values of monopile length and cross-section. The proposed method can easily be programmed to estimate the natural frequencies of the OWT structures.

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Correspondence to Hadi Pezeshki .

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Appendix 1: Nomenclature

Appendix 1: Nomenclature

Symbol

Structural properties

\(L\)

Nacelle level from the seabed (\(m\))

\({L}_{Tow}\)

Tower length (\(m\))

\({L}_{Plat}\)

Platform level from the seabed (\(m\))

\(d\)

Water depth (\(m\))

\({D}_{top}\)

Tower top cross-section diameter (\(m\))

\({D}_{bot}\)

Tower bottom cross-section diameter (\(m\))

\({t}_{Tow}\)

Tower average thickness (\(m\))

\({m}_{bot}\)

Tower mass of unit length at the bottom cross-section (\(Kg/m\))

\({E}_{Tow}\)

Tower Young’s modulus (\(GPa\))

\(E{I}_{Tow}\)

Flexural rigidity of the tower, i.e., \({E}_{Tow}{I}_{Tow}\) (\(GPa.{m}^{4})\)

\({M}_{N}\)

Nacelle-Rotor assembly mass (\(Kg\))

\({J}_{N}\)

Nacelle-Rotor assembly rotational inertia (\(Kg.{m}^{2}\))

\({D}_{Mon}\)

Monopile average diameter (\(m\))

\({t}_{Mon}\)

Monopile average thickness (\(m\))

\({A}_{Mon}\)

Monopile cross-sectional area (\({m}^{2}\))

\({m}_{Mon}\)

Monopile mass of unit length (\(Kg/m\))

\({E}_{Mon}\)

Monopile Young's modulus (\(GPa\))

\(E{I}_{Mon}\)

Flexural rigidity of the monopile, i.e., \({E}_{Mon}{I}_{Mon}\) (\(GPa.{m}^{4})\)

\({\rho }_{s}\)

Material Density (\(Kg/{m}^{3}\))

\({K}_{L}\)

Lateral stiffness (\(GN/m\))

\({K}_{LR}\)

Cross stiffness (\(GN\))

\({K}_{R}\)

Rotational stiffness (\(GN.m\))

\({C}_{A}\)

Added mass coefficient

\({\rho }_{w}\)

Sea water density (\(Kg/{m}^{3}\))

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Pezeshki, H., Pavlou, D., Siriwardane, S.C. (2024). Analytical Estimation of Natural Frequencies of Offshore Monopile Wind Turbines. In: Pavlou, D., et al. Advances in Computational Mechanics and Applications. OES 2023. Structural Integrity, vol 29. Springer, Cham. https://doi.org/10.1007/978-3-031-49791-9_29

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  • DOI: https://doi.org/10.1007/978-3-031-49791-9_29

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