Design of Jack-up Platform for 6 MW Wind Turbine: Parametric Analysis Based Dimensioning of Platform Legs - Publication - Bridge of Knowledge

Search

Design of Jack-up Platform for 6 MW Wind Turbine: Parametric Analysis Based Dimensioning of Platform Legs

Abstract

The article presents the results of the research conducted within the framework of the project entitled WIND-TU-PLA (ERA-NET, MARTEC II), the general aim of which was to design and analyse supporting structures for wind turbines intended for operation on the South Baltic area. The research part described in the article aimed at developing a preliminary design for a jack-up platform which can operate on water areas with depth of 40 m. The main task was to determine optimal dimensions of platform legs and the radius of their spacing. Two jack-up platform concepts differing by spacing radius and hull dimensions were designed with the intention to be used as a supporting structure for a 6-MW offshore wind turbine. For each concept, the parametric analysis was performed to determine optimal dimensions of platform legs (diameter Dleg and plating thickness tleg). Relevant calculations were performed to assess the movements of the platform with parameters given in Table 1 in conditions simulating the action of the most violent storm in recent 50 years. The obtained results, having the form of amplitudes of selected physical quantities, are shown in comprehensive charts in Fig. 6 and 7. Based on the critical stress values (corresponding to the yield stress), the area was defined in which the impact strength conditions are satisfied (Fig. 14).Then, the fatigue strength analysis was performed for two selected critical leg nodes (Fig. 12). Its results were used for defining the acceptable area with respect to structure’s fatigue (Fig. 14). Geometric parameters were determined which meet the adopted criteria, Table 6. The decisive criterion turned out to be the fatigue strength criterion, while the yield point criterion appeared to be an inactive constraint.

Citations

  • 6

    CrossRef

  • 0

    Web of Science

  • 7

    Scopus

Cite as

Full text

download paper
downloaded 120 times
Publication version
Accepted or Published Version
License
Creative Commons: CC-BY-NC-ND open in new tab

Keywords

Details

Category:
Articles
Type:
artykuły w czasopismach
Published in:
Polish Maritime Research no. 26, pages 183 - 197,
ISSN: 1233-2585
Language:
English
Publication year:
2019
Bibliographic description:
Dymarski P.: Design of Jack-up Platform for 6 MW Wind Turbine: Parametric Analysis Based Dimensioning of Platform Legs// Polish Maritime Research -Vol. 26,iss. 2(102) (2019), s.183-197
DOI:
Digital Object Identifier (open in new tab) 10.2478/pomr-2019-0038
Bibliography: test
  1. Fig. 6. Jack-up platform, r leg =20m: a-d) Amplitudes of movements and accelerations of nacelle and hull; e), f) maximal stresses in hull legs and in tower plating, g), h) internal
  2. GWEC. (2018). Global Wind Statistics 2017. Global Wind Energy Council, 14 February 2018. open in new tab
  3. Fukushima Floating Offshore Wind Farm Demonstration Project (Fukushima FORWARD). Source: http://www. fukushima-forward.jp/pdf/pamphlet3.pdf (13/12/2018) open in new tab
  4. Fulton G.R., Malcolm D.J., Elwany H., Stewart W., Moroz E., Dempster H.: Semi-Submersible Platform and Anchor Foundation Systems for Wind Turbine Support. National Renewable Energy Laboratory (U.S.), Subcontract Report NREL/SR-500-40282, December 2007 open in new tab
  5. Bachynski E.E., Moan T. (2012). Design considerations for tension leg platform wind turbines. Marine Structures 29 (2012) 89-114. open in new tab
  6. Żywicki J., Dymarski P., Ciba E., Dymarski C. (2017). Design of Structure of Tension Leg Platform for 6 MW Offshore Wind Turbine Based on Fem Analysis. Polish Maritime Research 24(s1), 230-241. https://doi.org/10.1515/ pomr-2017-0043 open in new tab
  7. Dymarski C., Dymarski P., Żywicki J. (2017). Technology Concept of TLP Platform Towing and Installation in Waters with Depth of 60 m. Polish Maritime Research 24(s1), 59-66. https://doi.org/10.1515/pomr-2017-0022 open in new tab
  8. Karimirad M., Moan T. (2012). Feasibility of the Application of a Spar-type Wind Turbine at a Moderate Water Depth. DeepWind, 19-20 January 2012, Trondheim, Norway. Energy Procedia 24(2012) 340-350 open in new tab
  9. Duan F., Hu Z., Niedzwecki J.M. (2016). Model test investigation of a spar floating wind turbine. Marine Structures 49 (2016) 76-96 open in new tab
  10. Dymarski P. Ciba E. (2017). Design of a cell-spar platform for a 6 MW wind turbine. Parametric analysis of the mooring system. Twenty First International Conference on Hydrodynamics in Ship Design and Operation - HYDRONAV, Gdańsk, 28-29 June 2017
  11. Yeter B., Garbatov Y., Soares C.G. (2014). Fatigue damage analysis of a fixed offshore wind turbine supporting structure. Developments in Maritime Transportation and Exploitation of Sea Resources, Taylor & Francis Group, London open in new tab
  12. Velarde J., Bachynski E.E. (2017). Design and fatigue analysis of monopile foundations to support the DTU 10 MW offshore wind turbine. 14th Deep Sea Offshore Wind R&D Conference, EERA DeepWind'2017, 18-20 January 2017, Trondheim, Norway. Energy Procedia 137 (2017) 3-13 open in new tab
  13. Bogdaniuk M. (2017). Estimation of the fatigue life of the hull of TLP [in Polish]. Technical Report. Polish Register of Shipping, Gdańsk 2017
  14. Rozmarynowski B., Mikulski T. (2018). Selected problems of sensitivity and reliability of a jack-up platform. Polish Maritime Research 25(1(97)), 77-84. https://doi.org/10.2478/ pomr-2018-0009 open in new tab
  15. Dymarski C., Dymarski P., Żywicki J. (2015). DESIGN AND STRENGTH CALCULATIONS OF THE TRIPOD SUPPORT STRUCTURE FOR OFFSHORE POWER PLANT. Polish Maritime Research 22(1(85)), 36-46. https:// doi.org/10.1515/pomr-2015-0006 open in new tab
  16. Kahsin M., Łuczak M. (2015). Numerical Model Quality Assessment of Offshore Wind Turbine Supporting Structure Based on Experimental Data. Structural Health Monitoring 2015: System Reliability for Verification and Implementation: Proceedings of the 10th International Workshop on Structural Health Monitoring. Vol. 1/ ed. Fu-Kuo Chang, Fotis Kopsaftopoulos 439 North Duke Street · Lancaster, PA 17602-4967, U.S.A. : DEStech Publications, Inc., 2015, 2817-2824 open in new tab
  17. Wilson J.F.: Dynamics of Offshore Structures (2nd Edition). open in new tab
  18. Chandrasekaran S.: Dynamic Analysis and Design of Offshore Structures (Ocean Engineering & Oceanography). open in new tab
  19. Springer, New Delhi, 2015 open in new tab
  20. Sarpkaya T. Wave Forces on Offshore Structures. Cambridge University Press, New York, 2010 open in new tab
  21. Offshore Standards DNV-OS-J103 (2013). Design of Floating Wind Turbine Structures. Det Norske Veritas, June 2013 open in new tab
  22. Niezgodziński M.E., Niezgodziński T.: Strength formulas, diagrams, and tables [in Polish].
  23. WNT, Warszawa 2013.
  24. Dymarski P., Ciba E., Marcinkowski T. (2016). Effective method for determining environmental loads on supporting structures for offshore wind turbines. Polish Maritime Research 23(1(89)), 52-60. https://doi.org/10.1515/ pomr-2016-0008 open in new tab
  25. Recommended Practice DNV-RP-C205 (2010). Environmental Conditions and Environmental Loads. Det Norske Veritas, October 2010 open in new tab
  26. Sarpkaya T. (1986). In-line and transverse forces on smooth and rough cylinders in oscillatory flow at high Reynolds numbers, Monterey, California. Naval Postgraduate School 26. Product Portfolio Overview. The Senvion 6.XM series. open in new tab
  27. Jonkman J., Butterfield S., Musial W., Scott G. (2009). Definition of a 5-MW Reference Wind Turbine for Offshore System Development. National Renewable Energy Laboratory, Technical Report NREL/TP-500-38060 February 2009 open in new tab
  28. Kooijman H.J.T., Lindenburg C., Winkelaar D., van der Hooft E.L. (2003). DOWEC 6 MW PRE-DESIGN. Aero- elastic modelling of the DOWEC 6 MW pre-design in PHATAS. Report DOWEC-F1W2-HJK-01-046/9 (public version). September 2003
  29. Recommended Practice DNVGL-RP-C203 (2016). Fatigue design of offshore steel structures. DNV GL, April 2016 open in new tab
  30. Offshore Standards DNVGL-OS-C101 (2016). Design of offshore steel structures, general -LRFD method. April 2016 open in new tab
  31. EUROPEAN STANDARD IEC 61400-3 (2009). Wind turbines -Part 3: Design requirements for offshore wind turbines (IEC 61400-3:2009)
Sources of funding:
Verified by:
Gdańsk University of Technology

seen 131 times

Recommended for you

Meta Tags