Abstract

Fatigue damage is one of the governing factors for the design of offshore wind turbines. However, the full fatigue assessment is a time-consuming task. During the design process, the site-specific environmental parameters are usually condensed by a lumping process to reduce the computational effort. Preservation of fatigue damage during lumping requires an accurate consideration of the met-ocean climate and the dynamic response of the structure. Two lumping methods (time-domain and frequency-domain) have been evaluated for a monopile-based 10 MW offshore wind turbine, both based on damage-equivalent contour lines. Fatigue damage from lumped load cases was compared to full long-term fatigue assessment. The lumping methods had an accuracy of 94–98% for the total long-term fatigue damage and 90% for individual wind speed classes, for aligned wind and waves. Fatigue damage was preserved with the same accuracy levels for the whole support structure. A significant reduction of computational time (93%) was achieved compared to a full long-term fatigue assessment. For the cases with 30° and 60° wind-wave misalignment, there was a mean underestimation of approximately 10%. Variations in penetration depth did not affect the selection of the lumped sea-state parameters. This work presents a straightforward method for the selection of damage-equivalent lumped load cases, which can adequately preserve long-term fatigue damage throughout the support structure, providing considerable reduction of computational effort.

Highlights

  • 82% of all installed substructures for offshore wind farms in Europe employ monopile foundations [1]

  • The present study develops and investigates the suitability of the damageequivalent contour line lumping method for a 10 MW monopile-based offshore wind turbines (OWTs) in operational conditions

  • In subsection 5.3.2, the fatigue damage from the lumped load cases is compared to full scatter results for aligned wind and waves, and subsection 5.3.3 focuses on damage preservation along the support structure through the lumping process

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Summary

Introduction

82% of all installed substructures for offshore wind farms in Europe employ monopile foundations [1]. To the authors’ knowledge, the performance of Passon’s method under simultaneous wind-wave loading has not been documented Assessing this is important for a coupled system like OWTs. The present study develops and investigates the suitability of the damageequivalent contour line lumping method for a 10 MW monopile-based OWT in operational conditions. A frequency-domain lumping method for establishing the damage-equivalent contour lines and lumped load cases is developed This is based on wave-induced dynamic responses. The proposed method predicts the long-term fatigue damage with high accuracy throughout the support structure while reducing the computation effort significantly compared to a full long-term analysis This can be of great importance in the early design phase or for evaluating various types of modelling uncertainties, e.g. for different OWT design positions within a wind farm.

Fatigue damage-equivalent lumping process
Establishment of damage-equivalent contour lines
The time-domain lumping method
The frequency-domain lumping method
Environment conditions - organization of environmental parameters
Simulation models
Fatigue damage estimation
Long-term fatigue damage estimation
Results and discussion
Lumped load cases compared to wind speed scatter diagrams
Contour lines comparison between the lumping methods
Fatigue damage comparison for aligned wind-waves
Misaligned wind-wave conditions
Fatigue damage sensitivity to lumped load cases
Lumped load cases selection sensitivity in foundation design changes
Conclusion
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