The first objective of this work is to compare the two floating offshore wind turbine simulation packages; (DIFFRAC+aNySIM) and (WAMIT+FAST). The focus of this study is on second-order wave loads; therefore, first- and second-order wave loads are applied to a structure sequentially for a detailed comparison and a more precise analysis of the effects of the second-order loads. aNySIM does not have the capability to model flexible bodies, so the simulations performed in this tool are done assuming a rigid body. FAST also assumes that the platform is rigid but can account for the flexibility of the tower. The second objective is to study the effects of the second-order loads on the response of a tension-leg platform (TLP) floating wind turbine. The flexibility of the tower must be considered for this investigation; therefore, only FAST is used.
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The Twenty-fifth International Ocean and Polar Engineering Conference
June 21–26, 2015
Kona, Hawaii, USA
ISBN:
978-1-880653-89-0
Comparison of Second-Order Loads on a Tension-Leg Platform for Wind Turbines
Sébastien Gueydon;
Sébastien Gueydon
Maritime Research Institute of The Netherlands
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Pierre-Yves Wuillaume;
Pierre-Yves Wuillaume
MARIN Academy
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Jason Jonkman;
Jason Jonkman
National Renewable Energy Laboratory
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Amy Robertson;
Amy Robertson
National Renewable Energy Laboratory
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Andrew Platt
Andrew Platt
National Renewable Energy Laboratory
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Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, Kona, Hawaii, USA, June 2015.
Paper Number:
ISOPE-I-15-232
Published:
June 21 2015
Citation
Gueydon, Sébastien, Wuillaume, Pierre-Yves, Jonkman, Jason, Robertson, Amy, and Andrew Platt. "Comparison of Second-Order Loads on a Tension-Leg Platform for Wind Turbines." Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, Kona, Hawaii, USA, June 2015.
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