Chapter
Apr 26, 2012
Physical Modeling of the Dynamic Response of Offshore Wind Turbines Founded on Monopiles
Authors: V. Martínez-Chaluisant, J. A. Schneider, and D. FrattaAuthor Affiliations
Publication: Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
An experimental study of the dynamic response of model offshore wind turbines founded on monopiles is presented. This exploratory set of dynamic experiments on modeled monopile foundations were analyzed by comparing the physical model test results to an analytical solution. Studied parameters included pile foundation material, water level, turbine mass, and load application. The response to free vibration decay was monitored using a vertical array of MEMS accelerometers, and the collected data were processed using Fourier analysis to assess the natural frequency of the structures. Physical model results were compared to closed form approximations using the Rayleigh energy method. Good prediction of natural frequency was achieved for turbines founded in concrete and stiff sandy soil conditions, however, the natural frequency of turbines founded in soft clays was overpredicted by up to 40%. These results highlight the importance of the sediment-structure interaction in the evaluation of the dynamic performance of offshore wind turbines.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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V. Martínez-Chaluisant
School of Civil Engineering and Surveying, University of Puerto Rico at Mayagüez, PR 00681, Puerto Rico
J. A. Schneider
School of Civil & Environmental Engineering, University of Wisconsin-Madison, Madison, WI 53706, USA
D. Fratta
School of Civil & Environmental Engineering, University of Wisconsin-Madison, Madison, WI 53706, USA
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