Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Some problems of the foundations of offshore wind turbines are considered in this paper. A short review is presented on the two basic types of foundations, i.e. monopiles and gravity foundations, including their basic features and applications as well as general design considerations. Also, some issues regarding analysis are discussed, including geotechnical problems and modelling techniques. A numerical model of offshores turbine and some preliminary computations are presented. Finite element analysis was carried out for wind turbines supported on both gravity and monopile foundations. The wind turbine tower, blades (simplified model), gravity foundation and part of the surrounding soil are included in the model. The turbine was loaded by wind and loads induced by waves, inertia and gravity. Both non-linear static and dynamic analysis of the wind turbine was performed. The displacements and stresses under the tower foundations were calculated and a comparison analysis carried out.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
31--39
Opis fizyczny
Bibliogr. 31 poz., rys., tab.
Twórcy
autor
- Gdańsk University of Technology, Narutowicza 11/12, 80-233 Gdańsk, Poland
autor
- Gdańsk University of Technology, Narutowicza 11/12, 80-233 Gdańsk, Poland
Bibliografia
- 1. Dassault Systemes. (2008): ABAQUS Theory Manual, Version 6.8, Hibbit, Karlsson & Sorensen Inc.
- 2. Achmus M., Abdel-Rahman K. (2005): Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany. In: Proceedings of the First International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 391–396, doi: 10.1201/ NOE0415390637.ch38
- 3. Achmus M., Kuo Y., Abdel-Rahman K. (2009): Behaviour of monopile foundations under cyclic lateral load. Computers and Geotechnics, Vol. 36(5), 725–735.
- 4. Arany L., Bhattacharya S., Macdonald J., Hogan S. J. (2017): Design of monopiles for offshore wind turbines in 10 steps. Soil Dynamics and Earthquake Engineering, Vol. 92, 126–152.
- 5. Bhattacharya, S., Nikitas, G., Arany, L., Nikitas, N. (2017): Soil-structure interactions for offshore wind turbines. Engineering and Technology Reference, Vol. 1(1), 1–16. http://digital-library.theiet.org
- 6. Byrne B. W., Houlsby G. T. (2003): Foundations for offshore wind turbines. Philosophical Transactions of the Royal Society of London Series A: Mathematical, Physical and Engineering Sciences, Vol. 361, 2909–2930.
- 7. DNV (2010): DNV-OS-J101 Design of Offshore Wind Turbine Structures.
- 8. EWEA (2013): Deep Water—the Next Step for Offshore Wind Energy. July 2013.
- 9. EWEA (2009): Pure Power: Wind Energy Targets for 2020 and 2030. Technical Report of the European Wind Energy Association. URL http://www.ewea.org/.
- 10. Gavin K. G., Igoe D. I., Doherty P. (2011): Piles for offshore wind turbines: A state of the art review. Proceedings of ICE Journal, Geotechnical Engineering, Vol. 164(4), 245–256.
- 11. Haiderali A., Cilingir U., Madabhushi G. (2013): Lateral and axial capacity of monopiles for offshore wind turbines. Indian Geotechnical Journal, Vol. 43(3), 181–194, doi: 10.1007/s40098-013-0056-4
- 12. Hansen N. M. (2012): Interaction Between Seabed Soil and Offshore Wind Turbine 624 Foundations, PhD thesis, Department of Mechanical Engineering, Technical University of Denmark.
- 13. Hearn E. E., Edgers L. (2010): Finite element analysis of an offshore wind turbine monopile. In: GeoFlorida 2010: Advances in Analysis, Modeling & Design (GPS 199), 1857–1865.
- 14. Houlsby G., Ibsen L., Byrne B. (2005). Suction caissons for wind turbines. In: G. A. Cassidy (Ed.), Frontiers in Offshore Geotechnics: ISFOG 2005, pp. 75–93, Taylor and Francis Group, London.
- 15. Jung S., Kim S.-R., Patil A., Hung L. C. (2015): Effect of monopile foundation modeling on the structural response of a 5-MW off shore wind turbine tower. Ocean Engineering, Vol. 109, 479–488.
- 16. Kriegers Flak (2013): Technical Project Description for the Large-Scale Offshore Wind Farm (600 MW) at Kriegers Flak. Technical project description.
- 17. LeBlanc C., Houlsby G. T., Byrne B. W. (2009): Response of stiff piles in sand to long-term cyclic lateral loading. Geotechnique, Vol. 60, 79–90.
- 18. Lozano-Minguez E., Kolios Α. J., Brennan F. P. (2011): Multi-criteria assessment of offshore wind turbine suport structures. Renewable Energy, Vol. 36(11), 2831–2837.
- 19. Maa H., Yanga J., Chen L. (2017): Numerical analysis of the long-term performance of offshore wind turbines supported by monopiles, Ocean Engineering, Vol. 136, 94–105.
- 20. Madariaga A., Martinez de Alegria I., Martin J. L., Eguia P., Ceballo S. (2012): Current facts about offshore wind farms. Renewable and Sustainable Energy Reviews, Vol. 16(5), 3105–3116.
- 21. Myszkowska A. (2014): Fundamentowanie morskich farm wiatrowych. Doświadczenia z województwa zachodniopomorskiego. Inżynieria Morska i Geotechnika, Vol. 3, 238–244.
- 22. Niklas K. (2017): Strength analysis of a large-size supporting structure for an offshore wind turbine. Polish Maritime Research, Special Issue S1 (93), Vol. 24, 156–165.
- 23. Oh K. Y., Namb W., Ryuc M. S., Kimc J. Y., Epureanu B. I. (2018): A review of foundations of offshore wind energy convertors: Current status and future perspectives. Renewable and Sustainable Energy Reviews, Vol. 88, 16–36.
- 24. Petersen T. U. (2014): Scour Around Offshore Wind Turbine Foundations, PhD thesis, Department of Mechanical Engineering, Technical University of Denmark.
- 25. PN-77/B-02011. (1990): Obciążenia w Obliczeniach Statycznych. Obciążenie Wiatrem, PKN, Warszawa.
- 26. Przewłocki J., Iwicki P. (2016): Some problems of supporting offshore wind turbines. In: L. Małyszko, R. Tarczewski (eds.), XXII Lightweight Structures in Civil Engineering, pp. 71–76, Wydawnictwo UWM, Olsztyn.
- 27. Saleem Z. (2011): Alternatives and modifications of monopile foundation or its installation technique for noise mitigation. Report by Delft University of Technology for Stichting De Noordzee (the North Sea Foundation).
- 28. Scharff, R., Siems, M. (2013): Monopile foundations for offshore wind turbines – solutions for greater water depths. Steel Construction, Vol. 6(1), 47–53.
- 29. Tempel J., Diepeveen N. F. B., Salzmann D. J, Vries W. E. (2010): Design of support structures for offshore wind turbines. WIT Transactions on State of the Art in Science and Engineering, Vol. 44, 559–591. www.witpress.com
- 30. Westgate, Z. J., DeJong J. T. (2005): Geotechnical Considerations for Offshore Wind Turbines, MTC-OWC.
- 31. Widerski T. (2013): Pomiary i Prognozowanie Przemieszczeń Elektrowni Wiatrowych Metodami Geodezyjnymi, PhD thesis, Department of Geodesy, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-18c0eaca-9eaa-4acc-8bd1-020f418f03f9