Over the past years the use of Operational Modal Analysis (OMA) for Structural health monitoring has become more and more widespread. Such a methodology would also be relevant to wind farm owners that want to monitor the integrity of their turbines' foundations.However, harmonic components, originating from the rotor and periodic aerodynamic forces, are present within the measured vibrations. The harmonics violate the set of assumptions of common OMA techniques and as a result, these techniques potentially fail. This paper explores the different techniques presented in the literature to handle these harmonics. The techniques are first presented and later applied on data of an offshore wind turbine in the Belgian North Sea.
Keywords
IntroductionTo identify the modal parameters of a structure modal analysis can be used. If the considered structure is small enough experimental modal analysis (EMA) [1] is applicable. In this case the experiment is carried out on a laboratory scale and a known excitation is applied to the structure. Both the excitation and the response of the structure are measured. For larger structures applying a known excitation to the structure becomes more difficult and operational modal analysis (OMA) [2] can be a good alternative to EMA. In this case the excitation is ambient and cannot be measured. Therefore, in order to carry out the identification, a set of assumptions needs to be made [1]. Modal analysis requires that the whole frequency band of interest is excited; the system is linear and time invariant. OMA furthermore requires that the excitation is steady state random white noise. The main advantage of OMA is that the modal parameters are identified under operational conditions, e.g. the blade of a wind turbine becomes stiffer if the rotational velocity is larger [3]. Moreover, the system can be studied on a continuous basis, which is important if one wants to monitor the health of the structure. The boundary conditions can also be difficult to be reproduced if EMA is used. Therefore OMA can be used to continuously monitor the integrity of the offshore wind turbine [4] and several bridges in Portugal [2].Due to the rotor harmonics and periodic aerodynamic effects the excitation is no longer white noise, but becomes colored. The harmonics are more excited than others frequencies. This can lead to failure of general OMA techniques [5].The failure can occur in three different ways. First of all it possible that the harmonics are identified as structural modes. However, in this case it should be possible to distinguish between harmonics and structural modes using some prior knowledge about the harmonic frequencies. A second failure mechanism occurs when the actual structural modes are close to the harmonic frequencies and the estimation of the structural modes is affected by the harmonic. Typically this will result in a poor damping estimate. Lastly, it is possible that the harmonics inhibit the identification of the structural modes. Examples of the different types of failure ar...