Skip to main content

Experimental Study on a Scaled Model of Offshore Wind Turbine on Monopile Foundation

  • Chapter
  • First Online:
Models, Simulation, and Experimental Issues in Structural Mechanics

Abstract

Offshore wind turbines are slender structures with sensitive dynamics, strongly influenced by soil-structure interaction. The structure is subjected to cyclic and dynamic loads with frequencies close to the first natural frequency of the offshore wind turbine. To avoid resonance phenomenon due to external excitations, it is essential to precisely evaluate the initial first natural frequency of the wind turbine and its long term evolution. The present work deals with the design and analysis of a scaled model of an offshore wind turbine with monopile foundation. This study is aimed at experimental evaluation of the initial first natural frequency of this scaled model, followed by the comparison of experimental results with those obtained from the existing analytical models.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 119.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 159.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 159.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Achmus M, Abdel-Rahman K (2012) Design of piles for offshore wind energy foundations with respect to horizontal loading. In: Proceedings of the twenty-second international offshore and polar engineering conference, vol 4, pp 143–150

    Google Scholar 

  2. Adhikari S, Bhattacharya S (2012) Dynamic analysis of wind turbine towers on flexible foundations. Shock Vibr 19:37–56

    Article  Google Scholar 

  3. American Petroleum Institute (2000) API RP 2A-WSD. Recommended practice for planning, designing and constructing fixed offshore platforms working stress design

    Google Scholar 

  4. Arany L, Bhattacharya S, Hogan SJ, Macdonald J (2014) Dynamic soil-structure interaction issues of offshore wind turbines. In: Proceedings of the 9th international conference on structural dynamics, EURODYN, pp 3611–3618

    Google Scholar 

  5. Bhattacharya S, Lombardi D, Wood DM (2011) Similitude relationships for physical modelling of monopile-supported offshore wind turbines. Int J Phys Model Geotech 11:58–68

    Google Scholar 

  6. Bir G, Jonkman J (2008) Modal dynamics of large wind turbines with different support structures. Int Conf Offshore Mech Arctic Eng 6:669–679

    Google Scholar 

  7. Cumunel G (2008) Long-gage fiber optic extensometers for dynamic structural monitoring. PhD thesis, ENPC

    Google Scholar 

  8. Damgaard M, Zania V, Andersen LV, Ibsen LB (2014) Effects of soil-structure interaction on real time dynamic response of offshore wind turbines on monopiles. Eng Struct 75:388–401

    Article  Google Scholar 

  9. Det Norske Veritas (2010) Offshore Standard DNV-OS-J101, design of offshore wind turbine structures

    Google Scholar 

  10. Eurocode 8 (2004) Eurocode 8: design of structures for earthquake resistance—Part 5: foundations, retaining structures and geotechnical aspects

    Google Scholar 

  11. Feia S, Sulem J, Canou J, Ghabezloo S, Clain X (2014) Changes in permeability of sand during triaxial loading: effect of fine particles production. Acta Geotech

    Google Scholar 

  12. Jonkman JM, Butterfield S, Musial W, Scott G (2009) Definition of a 5-MW reference wind turbine for offshore system development. Technical Report NREL/TP-500-38060

    Google Scholar 

  13. Kallehave D, LeBlanc Thilsted C, Liingaard MA (2012) Modification of the API p–y formulation of initial stiffness of sand. In: Offshore site investigation and geotechnics: integrated technologies—present and future, London, UK

    Google Scholar 

  14. Langhaar HL, Charcosset C, Sdille M (1956) Analyse dimensionnnelle et thorie des maquettes

    Google Scholar 

  15. Lombardi D, Bhattacharya S, Wood DM (2013) Dynamic soil-structure interaction of monopile supported wind turbines in cohesive soil. Soil Dyn Earthq Eng 49:165–180

    Article  Google Scholar 

  16. Sedran G, Stolle DFE, Horvath RG (2001) An investigation of scaling and dimensional analysis of axially loaded piles. Can Geotech J 38:530–541

    Article  Google Scholar 

  17. Sorensen SPH, Ibsen LB, Augustesen AH (2010) Effects of diameter on initial stiffness of p–y curves for large-diameter piles in sand. Num Methods Geotechn Eng 907–912

    Google Scholar 

  18. Thieken K, Achmus M, Lemke K (2015) A new static p–y approach for piles with arbirary dimensions in sand. Geotechnik 38:267–288

    Article  Google Scholar 

  19. Zania V (2014) Natural vibration frequency and damping of slender structures founded on monopiles. Soil Dyn Earthq Eng 59:8–20

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Laura Kerner .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2017 Springer International Publishing AG

About this chapter

Cite this chapter

Kerner, L., Dupla, JC., Cumunel, G., Argoul, P., Canou, J., Pereira, JM. (2017). Experimental Study on a Scaled Model of Offshore Wind Turbine on Monopile Foundation. In: Frémond, M., Maceri, F., Vairo, G. (eds) Models, Simulation, and Experimental Issues in Structural Mechanics. Springer Series in Solid and Structural Mechanics, vol 8. Springer, Cham. https://doi.org/10.1007/978-3-319-48884-4_14

Download citation

  • DOI: https://doi.org/10.1007/978-3-319-48884-4_14

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-48883-7

  • Online ISBN: 978-3-319-48884-4

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics