Abstract
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.
Originalsprog | Engelsk |
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Tidsskrift | Engineering Structures |
Vol/bind | 101 |
Sider (fra-til) | 518-528 |
Antal sider | 11 |
ISSN | 0141-0296 |
DOI | |
Status | Udgivet - 5 okt. 2015 |
Bibliografisk note
Publisher Copyright:© 2015 Elsevier Ltd.