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- W3120360056 abstract "This paper presents a comparative study of the dynamic responses of 10 MW offshore wind turbines supported by a monopile and tripod. The baseline tower of the original land-based wind turbine has been scaled to meet the structural strength requirements for application in water depth of 50m. The open source numerical analysis tool, FAST (Fatigue, Aerodynamic, Structural, Turbulent), is used to conduct the fully coupled simulations. The modal analysis of the wind turbines associated with the two types of support structures is performed using a finite element analysis software suite, ABAQUS and the FAST tool. The results show good agreements between the FAST and ABAQUS responses, indicating that FAST can be used to accurately perform dynamic analysis for the 10 MW wind turbine. The Eigen-frequencies of the 1st eigenmodes of the tripod support structure fall within the blade pass frequency (3P) range, resulting in larger fluctuation ranges of the responses compared to the monopile type. The tripod support structure requires further improvements to avoid the structural natural frequencies coinciding with the 3P frequency in operational speed range of the wind turbine. The rotational frequency (1P) contributes significantly to the blade-tip deflections. The edgewise mode has been activated, while the flapwise mode is invisible. The results presented in this study can potentially contribute to the improvements in the design of support structures of large wind turbines." @default.
- W3120360056 created "2021-01-18" @default.
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- W3120360056 date "2018-09-30" @default.
- W3120360056 modified "2023-09-22" @default.
- W3120360056 title "Analysis of the Dynamic Behaviour of 10mw Bottom-Fixed Offshore Wind Turbines" @default.
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