RBI Optimization of Offshore Wind Turbines

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Abstract

Wind turbines for electricity production have increased significantly the last years both in production capability and size. This development is expected to continue also in the coming years. Offshore wind turbines with an electricity production of 5-10 MW are planned. Typically, the wind turbine support structure is a steel structure consisting of a tower and a monopile, tripod or jacket type foundation. This paper considers aspects of inspection and maintenance planning of fatigue prone details in jacket and tripod type of wind turbine support structures. Based on risk-based inspection planning methods for oil & gas installations, a framework for optimal inspection and maintenance planning of offshore wind turbines is presented. Special aspects for offshore wind turbines considered are the fatigue loading characteristics where usually the wind loading are dominating the wave loading, wake effects in wind farms and also the reliability level which is typically significantly lower than for oil & gas installations. An illustrative example is presented.

OriginalsprogEngelsk
TitelProceedings IFIP WG7.5 Conference on Reliability and Optimization of Structural Systems
Antal sider12
ForlagThe IFIP International Conference on Research and Practical Issues of Enterprise Information Systems
Publikationsdato2009
StatusUdgivet - 2009
BegivenhedIFIP WG7.5 Conference on Reliability and Optimization of Structural Systems - Toluca, Mexico
Varighed: 6 aug. 20089 aug. 2008

Konference

KonferenceIFIP WG7.5 Conference on Reliability and Optimization of Structural Systems
Land/OmrådeMexico
ByToluca
Periode06/08/200809/08/2008

Bibliografisk note

Published on a cd.

Emneord

  • Inspection
  • Reliability
  • Decision analysis
  • Fatigue
  • Wake turbulence

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