System Reliability for Offshore Wind Turbines:Fatigue Failure

• Published in: Volume 2B: Structures, Safety and Reliability
• Main Authors: Marquez-Dominguez, Sergio, Sørensen, John Dalsgaard
• Format: Other Non-Article Part of Journal/Newspaper
• Language: English
• Published: American Society of Mechanical Engineers 2013
• Subjects: Offshore Wind Turbines; Jacket Type Structure; System Effects; Stochastic Model; Reliability; Jacket Type Substructure; Arctic
• Online Access: https://vbn.aau.dk/da/publications/51dbae98-66c7-4d7d-a2da-896dc22d1d08; https://doi.org/10.1115/OMAE2013-10962

Deeper waters and harsher environments are the main factors that make the electricity generated by offshore wind turbines (OWTs) expensive due to high costs of the substructure, operation & maintenance and installation. The key goal of development is to decrease the cost of energy (CoE). In consequence, a rational treatment of uncertainties is done in order to assess the reliability of critical details in OWTs. Limit state equations are formulated for fatigue critical details which are not influenced by wake effects generated in offshore wind farms. Furthermore, typical bi-linear S-N curves are considered for reliability verification according to international design standards of OWTs. System effects become important for each substructure with many potential fatigue hot spots. Therefore, in this paper a framework for system effects is presented. This information can be e.g. no detection of cracks in inspections or measurements from condition monitoring systems. Finally, an example is established to illustrate the practical application of this framework for jacket type wind turbine substructure considering system effects. Deeper waters and harsher environments are the main factors that make the electricity generated by offshore wind turbines (OWTs) expensive due to high costs of the substructure, operation & maintenance and installation. The key goal of development is to decrease the cost of energy (CoE). In consequence, a rational treatment of uncertainties is done in order to assess the reliability of critical details in OWTs. Limit state equations are formulated for fatigue critical details which are not influenced by wake effects generated in offshore wind farms. Furthermore, typical bi-linear S-N curves are considered for reliability verification according to international design standards of OWTs. System effects become important for each substructure with many potential fatigue hot spots. Therefore, in this paper a framework for system effects is presented. This information can be e.g. no ...