Abstract. The paper presents recent results from a research project based on a continuous dynamic monitoring of a wind turbine. The monitoring system was developed with the capacity to detect structural abnormalities based on the continuous tracking of the modal properties of wind turbines (natural frequencies, modal damping ratios and mode shapes
INTRODUCTIONWind power exploitation has shown a consistent growth both in onshore [1] and offshore installations [2], with increasingly competitive costs. This growth has been reflected in the installation of wind turbines composed by very flexible support structures and with large rotors. Due to these characteristics, wind turbines became very susceptible to vibration problems and, consequently, to fatigue damage problems.This paper presents a continuous dynamic monitoring system, under development by the Laboratory of Vibrations and Structural Monitoring (ViBest, www.fe.up.pt/vibest) of FEUP, with the purpose of identifying structural changes (i.e. damage) and estimating the fatigue damage condition of a wind turbine. The system is based on the continuous tracking of modal properties of the structure (frequency values, modal damping ratios and mode shapes), identified during the different operating conditions of a wind turbine. The strategy adopted for the monitoring system has already proved to be suitable to be installed both in onshore and offshore wind turbines [3].The modal identification of large structures excited by operational conditions, an approach usually named as Operational Modal Analysis (OMA), is a technique widely used in several applications [4]. Some examples of implementation of monitoring systems based on OMA in wind turbines are presented in [5,6].The assessment of fatigue condition through acceleration data records was already investigated by some researchers [7,8]. However, in these works, the authors used the results from modal identification tests to tune a finite element model in order to estimate the stress condition of the structure. This paper presents some results already achieved with the developed dynamic monitoring. Initially, the results obtained with the continuous tracking of the modal properties of the wind turbine during one year are presented. In the second part, an improved methodology to estimate the stress time history of the tower structure is presented, where only the acceleration data, alongside with a simple stiffness matrix of the tower, is used. This methodology is applied to a numerical example using the HAWC2 aeroelastic code [9].