Abstract

Structural health monitoring for offshore wind turbine foundations is paramount to the further development of offshore fixed wind farms. At present time there are a limited number of foundation designs, the jacket type being the preferred one in large water depths. In this work, a jacket-type foundation damage diagnosis strategy is stated. Normally, most or all the available data are of regular operation, thus methods that focus on the data leading to failures end up using only a small subset of the available data. Furthermore, when there is no historical precedent of a type of fault, those methods cannot be used. In addition, offshore wind turbines work under a wide variety of environmental conditions and regions of operation involving unknown input excitation given by the wind and waves. Taking into account the aforementioned difficulties, the stated strategy in this work is based on an autoencoder neural network model and its contribution is two-fold: (i) the proposed strategy is based only on healthy data, and (ii) it works under different operating and environmental conditions based only on the output vibration data gathered by accelerometer sensors. The proposed strategy has been tested through experimental laboratory tests on a scaled model.

Highlights

  • There has been great concern about increasing global pollution caused by dependence on non-renewable energy, leading many countries to increase their development of clean renewable energy

  • To overcome the challenge posed by the fact that the only excitation of the wind turbines (WTs) is assumed to be caused by wind, which is typically not known, an structural health monitoring (SHM) strategy for jacket-type foundations is given in this study based on a vibration-response-only methodology

  • It is observed that the mean squared error (MSE) of both the training and validation sets decreases in each epoch, reaching the best performance in epoch 50 with a value of 0.007

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Summary

Introduction

There has been great concern about increasing global pollution caused by dependence on non-renewable energy, leading many countries to increase their development of clean renewable energy. To overcome the challenge posed by the fact that the only excitation of the WT is assumed to be caused by wind, which is typically not known, an SHM strategy for jacket-type foundations is given in this study based on a vibration-response-only methodology. Historical offshore WT foundation damage data must be accurately labeled with the type of damage (in this case, fatigue cracks introduced at different bars) Obtaining this real data is difficult or even nearly impossible, and, it is difficult to obtain the correct labels for each damage type. In this study, historical damage data are not needed; the proposed strategy can be applied to any offshore wind farm jacket-type foundations, even if damage data have not yet been recorded.

Experimental Set-Up
Damage Detection Methodology
Data Collection
Data Split
Data Preprocess
Normalization
Feature Engineering
Autoencoder Inputs
Autoencoder Architecture
Damage Detection Indicator
Results
Conclusions
Full Text
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