Vibration-based structural health monitoring of a wind turbine system Part II: Environmental/operational effects on dynamic properties
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Vibration-based structural health monitoring of a wind turbine system Part II : Environmental/operational effects on dynamic properties. / Hu, Wei Hua; Thöns, Sebastian; Rohrmann, Rolf Günter; Said, Samir; Rücker, Werner.
In: Engineering Structures, Vol. 89, 05.04.2015, p. 273-290.Research output: Contribution to journal › Article
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TY - JOUR
T1 - Vibration-based structural health monitoring of a wind turbine system Part II
T2 - Environmental/operational effects on dynamic properties
AU - Hu, Wei Hua
AU - Thöns, Sebastian
AU - Rohrmann, Rolf Günter
AU - Said, Samir
AU - Rücker, Werner
PY - 2015/4/5
Y1 - 2015/4/5
N2 - The second part of these companion papers mainly researches environmental/operational influences on structural dynamic properties under normal operational conditions during two years, in order to extract a statistical based damage-sensitive indicator for health monitoring of a wind turbine system. The correlation analyses between experimental identified frequencies, damping values as well as mode shapes and environmental/operational factors such as rotation speed of blades, wind speed, pitch angle, temperature and nacelle direction are presented. It is observed that the frequency estimates are influenced by the nacelle position, the activation of rotor, the rotation speed of blades and the wind speed as well as the temperature. Regarding to the damping estimates, they are mainly associated with variation of the aerodynamic damping due to the increasing wind speed. Besides, the resonance phenomenon is also observed in higher modes. The harmonic frequencies due to blades passing by tower are found and the corresponding damping value decreases. Moreover, the mode shapes in some modes are strongly affected by the position of the nacelle. Subsequently, two types of simulated damage including the reduction of stiffness in both the rotor blade and the tubular tower are successfully detected by applying the Principal Component Analysis (PCA) based methods to these temperature-sensitive frequency estimates. Comparison of change of the extracted health features indicates that they are more sensitive with the tower damage.
AB - The second part of these companion papers mainly researches environmental/operational influences on structural dynamic properties under normal operational conditions during two years, in order to extract a statistical based damage-sensitive indicator for health monitoring of a wind turbine system. The correlation analyses between experimental identified frequencies, damping values as well as mode shapes and environmental/operational factors such as rotation speed of blades, wind speed, pitch angle, temperature and nacelle direction are presented. It is observed that the frequency estimates are influenced by the nacelle position, the activation of rotor, the rotation speed of blades and the wind speed as well as the temperature. Regarding to the damping estimates, they are mainly associated with variation of the aerodynamic damping due to the increasing wind speed. Besides, the resonance phenomenon is also observed in higher modes. The harmonic frequencies due to blades passing by tower are found and the corresponding damping value decreases. Moreover, the mode shapes in some modes are strongly affected by the position of the nacelle. Subsequently, two types of simulated damage including the reduction of stiffness in both the rotor blade and the tubular tower are successfully detected by applying the Principal Component Analysis (PCA) based methods to these temperature-sensitive frequency estimates. Comparison of change of the extracted health features indicates that they are more sensitive with the tower damage.
KW - Damage detection
KW - Environmental/operational effects
KW - Modal properties
KW - Novelty analysis
KW - Principal Component Analysis
KW - Structural health monitoring
KW - Vibration
KW - Wind turbine
U2 - 10.1016/j.engstruct.2014.12.035
DO - 10.1016/j.engstruct.2014.12.035
M3 - Article
AN - SCOPUS:84925182367
VL - 89
SP - 273
EP - 290
JO - Engineering Structures
JF - Engineering Structures
SN - 0141-0296
ER -