Abstract

Structural health monitoring for offshore wind turbines is imperative. Offshore wind energy is progressively attained at greater water depths, beyond 30 m, where jacket foundations are presently the best solution to cope with the harsh environment (extreme sites with poor soil conditions). Structural integrity is of key importance in these underwater structures. In this work, a methodology for the diagnosis of structural damage in jacket-type foundations is stated. The method is based on the criterion that any damage or structural change produces variations in the vibrational response of the structure. Most studies in this area are, primarily, focused on the case of measurable input excitation and vibration response signals. Nevertheless, in this paper it is assumed that the only available excitation, the wind, is not measurable. Therefore, using vibration-response-only accelerometer information, a data-driven approach is developed following the next steps: (i) the wind is simulated as a Gaussian white noise and the accelerometer data are collected; (ii) the data are pre-processed using group-reshape and column-scaling; (iii) principal component analysis is used for both linear dimensionality reduction and feature extraction; finally, (iv) two different machine-learning algorithms, k nearest neighbor (k-NN) and quadratic-kernel support vector machine (SVM), are tested as classifiers. The overall accuracy is estimated by 5-fold cross-validation. The proposed approach is experimentally validated in a laboratory small-scale structure. The results manifest the reliability of the stated fault diagnosis method being the best performance given by the SVM classifier.

Highlights

  • The potential of offshore wind power is enormous

  • Recall that this paper shows a multiple classification problem that collects data grouped in five different classes: the original healthy bar, damage located at jacket level 1, damage located at jacket level 2, damage located at jacket level 3 and damage located at jacket level 4

  • Each row represents the instances in a true class while each column represents the instances in a predicted class

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Summary

Introduction

The potential of offshore wind power is enormous. In offshore wind farms, wind turbines (WTs) are erected with different types of foundations. In [8] health monitoring systems and operational safety evaluation techniques of the offshore wind turbine structure are systematically investigated and summarized It is noteworthy the work of Mieloszyk et al [9] where a SHM system is stated based on fiber Bragg grating sensors dedicated to an offshore wind turbine support structure model is presented to detect and localize crack occurrence. A method for damage localization using finite element model updating is introduced as a subsequent step to a three tier SHM scheme for damage detection It is noteworthy the work of Weijtjens et al [12] related to the foundation SHM of a real offshore monopile WT based on its resonance frequencies where the key problems are the operational and environmental variability of the resonance frequencies of the turbine that potentially conceal any structural change.

Experimental Testbed
Function Generator
Amplifier and Shaker
Laboratory Tower Structure and Studied Types of Damage
Sensors
Data Acquisition System
Data Collection and Reshape
Machine-Learning Classifiers
Experimental Set-Up
Metrics for Evaluating Classification Models
Results of k-NN Classification Method
Results of SVM Classification Method
Conclusions
Full Text
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