Fatigue damage assessment of fixed offshore wind turbine tripod support structures

• A fatigue damage assessment of a fixed offshore wind turbine support structure is performed.
• The operational mode of the wind turbine 3 loading conditions are identified.
• For each loading condition 4 critical regions located in different zones of the supporting structure are studied.
• The stress transfer function is obtained by carrying out dynamic finite element analysis.
• An up-to-date rainflow cycle counting method is adopted to count the total number of cycles.

The objective of this work is to carry out a fatigue damage assessment of a fixed offshore wind turbine support structure due to combined wave and wind – induced loading. Considering the operational mode of the wind turbine 3 loading conditions are identified and for each loading condition 4 critical regions located in different zones of the supporting structure are studied. The stress transfer function is obtained by carrying out dynamic finite element analysis in the frequency domain. A wave scatter diagram of the North Atlantic is used in order to account for the environmental effects. The stress transfer function is formulated such that a sufficient number of frequencies can be used in the Inverse Fast Fourier Transform with random phase angles in order to obtain the stress time histories. An up-to-date rainflow cycle counting method is adopted to count the total number of cycles related to stress range bins. The S–N approach is employed to estimate fatigue damage.