Abstract

Structural damage in offshore wind jacket support structures are relatively unlikely due to the precautions taken in design but it could imply dramatic consequences if undetected. This work explores the possibilities of damage detection when using low resolution data, which are available with lower costs compared to dedicated high-resolution structural health monitoring. Machine learning approaches showed to be generally feasible for detecting a structural damage based on SCADA data collected in a simulation environment. Focus is here given to investigate model uncertainties, to assess the applicability of machine learning approaches for reality. Two jacket models are utilised representing the as-designed and the as-installed system, respectively. Extensive semi-coupled simulations representing different operating load cases are conducted to generate a database of low-resolution signals serving the machine learning training and testing. The analysis shows the challenges of classification approaches, i.e. supervised learning aiming to separate healthy and damage status, in coping with the uncertainty in system dynamics. Contrarily, an unsupervised novelty detection approach shows promising results when trained with data from both, the as-designed and the as-installed system. The findings highlight the importance of investigating model uncertainties and careful selection of training data.

Highlights

  • The evaluation of the structural health of offshore wind turbines strongly relies on on-site practical assessments, which are associated with significant costs and risks, especially for structural failures below water level [1]

  • With respect to data-driven techniques, vibration-based methods have been applied to structural damage detection of wind turbines [2], [3]

  • Aim and objectives This work aims to discuss the applicability of machine learning techniques to the detection of structural damage in the jacket structure of an offshore wind turbine by employing standard SCADA data

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Summary

Introduction

The evaluation of the structural health of offshore wind turbines strongly relies on on-site practical assessments (inspections), which are associated with significant costs and risks, especially for structural failures below water level [1]. The methods for the estimation of modal properties and their deviation due to a damage have been extensively used in the structural health monitoring of civil structures (e.g. bridges and building) [4], [5]. These techniques aim to identify the damage by using either natural frequencies or mode shapes and their derivatives such as displacement modal curvature. Their potential for structural damage detection in monopile and gravity based offshore wind was already proven in [6], [7].

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