This paper describes reliability-based investigations on the required safety factors / Fatigue Design Factors (FDF) values to be used for fatigue design of steel substructures for offshore wind turbines. Design and limit state equations are formulated and stochastic models for the uncertain strength and load parameters are described. Further, the effect of possible inspections during the design lifetime is investigated. The results indicate that for fatigue critical details where the fatigue load is dominated by wind load FDF values equal to 2.5 are required. If wave load is dominating slightly larger FDF values are required.This paper describes reliability-based investigations on the required safety factors / Fatigue Design Factors (FDF) v...
Fatigue failure is one of the main failure modes for wind turbine drivetrain components made of cast...
Wind turbines subjected to highly irregular loadings due to wind, gravity, and gyroscopic effects ar...
Wind turbines can be considered as structures that are in between civil engineering structures and m...
Consequences of failure of offshore wind turbines (OWTs) are in general lower than consequences of f...
This paper describes a reliability-based approach to determine fatigue design factors (FDF) for offs...
Optimization of the design of offshore wind turbine substructures with respect to fatigue loads is a...
Target reliability levels, which are chosen dependent on the consequences in case of structural coll...
Wind is becoming an ever more important source of renewable energy: installed wind turbine power now...
Wind is becoming an ever more important source of renewable energy: installed wind turbine power now...
The fatigue limit state (FLS) often drives the design of offshore wind turbine (OWT) substructures. ...
The impact of environmental load uncertainties on the spatial fatigue reliability of offshore wind t...
Deeper waters and harsher environments are the main factors that make the electricity generated by o...
The assessment of structural reliability for offshore wind turbines (OWTs) is challenging. The envir...
Evaluation of the fatigue limit state (FLS) for offshore wind turbine foundations is normally based ...
Evaluation of the fatigue limit state (FLS) for offshore wind turbine foundations is normally based ...
Fatigue failure is one of the main failure modes for wind turbine drivetrain components made of cast...
Wind turbines subjected to highly irregular loadings due to wind, gravity, and gyroscopic effects ar...
Wind turbines can be considered as structures that are in between civil engineering structures and m...
Consequences of failure of offshore wind turbines (OWTs) are in general lower than consequences of f...
This paper describes a reliability-based approach to determine fatigue design factors (FDF) for offs...
Optimization of the design of offshore wind turbine substructures with respect to fatigue loads is a...
Target reliability levels, which are chosen dependent on the consequences in case of structural coll...
Wind is becoming an ever more important source of renewable energy: installed wind turbine power now...
Wind is becoming an ever more important source of renewable energy: installed wind turbine power now...
The fatigue limit state (FLS) often drives the design of offshore wind turbine (OWT) substructures. ...
The impact of environmental load uncertainties on the spatial fatigue reliability of offshore wind t...
Deeper waters and harsher environments are the main factors that make the electricity generated by o...
The assessment of structural reliability for offshore wind turbines (OWTs) is challenging. The envir...
Evaluation of the fatigue limit state (FLS) for offshore wind turbine foundations is normally based ...
Evaluation of the fatigue limit state (FLS) for offshore wind turbine foundations is normally based ...
Fatigue failure is one of the main failure modes for wind turbine drivetrain components made of cast...
Wind turbines subjected to highly irregular loadings due to wind, gravity, and gyroscopic effects ar...
Wind turbines can be considered as structures that are in between civil engineering structures and m...