Steady state response of a parked spar-type wind turbine considering blade pitch mechanism fault

Zhiyu Jiang*, Madjid Karimirad, Torgeir Moan

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

6 Citations (Scopus)

Abstract

Offshore floating wind turbines are subjected to harsh environmental conditions and might experience fault conditions. Load cases considering parked and fault conditions are important for the design of wind turbines and are defined in the IEC61400-3. For a parked wind turbine, the blades are feathered and put parallel to the wind direction. However, if the pitch mechanism fails, the blades cannot be feathered to the maximum pitch set point-the blades are seized. This will likely cause a large drag loading and increase the extreme response values. The study conditions on the 1-year and 50-year environmental contour line for a site in the North Sea. Three parked scenarios are considered: fault with one seized blade, fault with three seized blades and normal condition. Steady state responses of a spar-type wind turbine are investigated. Most of the response extremes and standard deviations are sensitive to the wave direction. For the normal parked conditions, yaw of the platform is sensitive to the blade azimuth while surge and pitch are not. The blade azimuth position also plays a key role in responses such as roll and yaw for the parked conditions with one faulted blade. The fault cases under 1-year environmental condition are also compared with the normal parked ones with an environmental condition corresponding to 50-year recurrence period. Fault with one seized blade often leads to the largest roll resonance and yaw extreme angle and the extremes may exceed the 50-year reference values by more than 16%. The linked structural responses are not as critical, however. Fault with three seized blades causes an average rise of 38% and 23% for surge and pitch extremes over the 50-year references due to the large aerodynamic drag. The tower bottom bending moment and the blade root bending moment may also exceed the 50-year values by more than 10%.

Original languageEnglish
Title of host publicationProceedings of the 22nd International Ocean and Polar Engineering Conference, ISOPE 2012
EditorsJin S. Chung, Ivar Langen, Sa Young Hong, Simon J. Prinsenberg
PublisherInternational Society of Offshore and Polar Engineers (ISOPE)
Pages262-272
Number of pages11
Volume1
ISBN (Print)9781880653944
Publication statusPublished - 17 Sept 2012
Externally publishedYes
Event22nd International Offshore and Polar Engineering Conference, ISOPE-2012 - Rhodes, Greece
Duration: 17 Jun 201222 Jun 2012

Publication series

NameInternational Ocean and Polar Engineering Conference (ISOPE): Proceedings
ISSN (Electronic)1098-6189

Conference

Conference22nd International Offshore and Polar Engineering Conference, ISOPE-2012
Country/TerritoryGreece
CityRhodes
Period17/06/201222/06/2012

Keywords

  • Fault
  • Floating wind turbine
  • Parked
  • Pitch mechanism
  • Steady-state response

ASJC Scopus subject areas

  • Energy Engineering and Power Technology
  • Ocean Engineering
  • Mechanical Engineering

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