Abstract

A linearized aero-hydro-servo-elastic floating wind turbine model is presented and used to perform integrated design optimization of the platform, tower, mooring system, and blade-pitch controller for a 10 MW spar floating wind turbine. Optimal design solutions are found using gradient-based optimization with analytic derivatives, considering both fatigue and extreme response constraints, where the objective function is a weighted combination of system cost and power quality. Optimization results show that local minima exist both in the soft-stiff and stiff-stiff range for the first tower bending mode and that a stiff-stiff tower design is needed to reach a solution that satisfies the fatigue constraints. The optimized platform has a relatively small diameter in the wave zone to limit the wave loads on the structure and an hourglass shape far below the waterline. The shape increases the restoring moment and natural frequency in pitch, which leads to improved behaviour in the low-frequency range. The importance of integrated optimization is shown in the solutions for the tower and blade-pitch control system, which are clearly affected by the simultaneous design of the platform. State-of-the-art nonlinear time-domain analyses show that the linearized model is conservative in general, but reasonably accurate in capturing trends, suggesting that the presented methodology is suitable for preliminary integrated design calculations.

Highlights

  • Floating wind turbines (FWTs) are complex multidisciplinary systems, which makes design optimization a challenging and time consuming task

  • The remaining support structure design variable vectors are kept at their original sizes, because we found this to result in better optimization convergence

  • Trade-off effects between the two sub-objectives in Eq (42) are assessed by running the optimization problem stated in Section 3 with different weight factors

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Summary

Introduction

Floating wind turbines (FWTs) are complex multidisciplinary systems, which makes design optimization a challenging and time consuming task. Different components, such as the wind turbine control system, tower, platform, and mooring system, are typically designed separately in a sequential manner; due to strong coupling between the disciplines, this often leads to suboptimal solutions at the overall system level. Tracy [2] performed simplified frequency-domain analyses to evaluate a large variety of FWT designs. Bachynski and Moan [3] used spreadsheet calculations together with fully coupled time-domain simulations to analyse different design parameters for five tension leg platform (TLP) wind turbines. Gilloteaux and Bozonnet [4] examined the response of cylinder-shaped FWTs with different geometries

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