Impact of mooring lines dynamics on the fatigue and ultimate loads of three offshore floating wind turbines computed with IEC 61400-3 guideline
| Autor: | Leo M. González, Xabier Munduate, David Palacio, José Azcona, Tor Anders Nygaard |
|---|---|
| Rok vydání: | 2016 |
| Předmět: |
Engineering
Wind power Renewable Energy Sustainability and the Environment business.industry 020209 energy Floating wind turbine 02 engineering and technology Structural engineering Mooring 7. Clean energy 01 natural sciences Turbine 010305 fluids & plasmas System dynamics Offshore wind power 0103 physical sciences 0202 electrical engineering electronic engineering information engineering Spar business Tower Marine engineering |
| Zdroj: | Wind Energy. 20:797-813 |
| ISSN: | 1095-4244 |
| DOI: | 10.1002/we.2064 |
| Popis: | The calculation of loads for floating offshore wind turbines requires time-domain integrated simulation tools where most of the physical concepts involved in the system dynamics are considered. The loads at the different components are used for the structural calculation and influence the design noticeably. This study quantifies the influence of mooring dynamic models on the calculation of fatigue and ultimate loads with integrated tools and compares its performance with a lower computational cost quasi-static mooring model. Three platforms representing the principal topologies (spar, semisubmersible and tension-leg platform) were assumed to be installed at the same 200 m depth location in the Irish coast. For each platform, the fatigue and ultimate loads were computed with an integrated floating wind turbine simulation code using both, a quasi-static and a fully dynamic moorings model. More than 3500 simulations for each platform and mooring model were launched and post-processed according to the IEC 61400-3 guideline in an exercise similar to what a certification entity may require to an offshore wind turbine designer. The results showed that the impact of mooring dynamics in both fatigue and ultimate loads increases as elements located closer to the platform are evaluated; the blade and the shaft loads are only slightly modified by the mooring dynamics in all the platform designs; the tower base loads can be significantly affected depending on the platform concept; and the mooring lines tensions strongly depend on the lines dynamics, both in fatigue and extreme loads for all the platform concepts evaluated. Copyright © 2016 John Wiley & Sons, Ltd. |
| Databáze: | OpenAIRE |
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