Bolted connections in support structures for offshore wind turbines need to be thoroughly designed against fatigue damage. However, experimental validation of applicable fatigue curves for bolts with large diameters is limited. In this paper appropriate design methods are described. Results of experimental fatigue tests on high-strength bolts of size M36 are presented, including a quantification of the effect of different zinc coatings and the validation of relevant design S-N curves. The experimental results are further used for validation and discussion of first calculation results with a numerical fatigue calculation method, based on the notch-strain approach
The overall competitiveness of offshore wind turbine towers is significantly influenced by the selec...
The use of bolted joints to connect the transition piece and monopile is nowadays widely applied in ...
AbstractThe fatigue assessment of bolts and bolted joints is done using nominal approach, for exampl...
Flanged bolted connections are used in offshore wind turbines to connect the monopile to the transit...
The high-strength bolts’ fatigue is critical for the bolt–sphere joints of grid structures under the...
This paper proposes a multiaxial fatigue assessment of a steel half-pipe bolted connection using a l...
Jacket support structures are a preferred solution for offshore wind turbines in deeper waters. Exte...
This study is my initial attempt to investigate the evolution of fatigue reliability of welded joint...
The aim of this paper is to analyze fatigue properties of high strength bolts in different metallurg...
AbstractThis paper proposes a multiaxial fatigue assessment of a steel half-pipe bolted connection u...
Bolts and bolted connections are frequently used in civil engineering steel structures. This paper p...
The scientific community is devoting more attention to the wide scope of offshore wind turbine struc...
[Introduction] In view of the fatigue problem of support structure for offshore wind turbine, fatigu...
A steel hybrid structural solution for onshore wind turbine towers was proposed in the European proj...
AbstractA steel hybrid structural solution for onshore wind turbine towers was proposed in the Europ...
The overall competitiveness of offshore wind turbine towers is significantly influenced by the selec...
The use of bolted joints to connect the transition piece and monopile is nowadays widely applied in ...
AbstractThe fatigue assessment of bolts and bolted joints is done using nominal approach, for exampl...
Flanged bolted connections are used in offshore wind turbines to connect the monopile to the transit...
The high-strength bolts’ fatigue is critical for the bolt–sphere joints of grid structures under the...
This paper proposes a multiaxial fatigue assessment of a steel half-pipe bolted connection using a l...
Jacket support structures are a preferred solution for offshore wind turbines in deeper waters. Exte...
This study is my initial attempt to investigate the evolution of fatigue reliability of welded joint...
The aim of this paper is to analyze fatigue properties of high strength bolts in different metallurg...
AbstractThis paper proposes a multiaxial fatigue assessment of a steel half-pipe bolted connection u...
Bolts and bolted connections are frequently used in civil engineering steel structures. This paper p...
The scientific community is devoting more attention to the wide scope of offshore wind turbine struc...
[Introduction] In view of the fatigue problem of support structure for offshore wind turbine, fatigu...
A steel hybrid structural solution for onshore wind turbine towers was proposed in the European proj...
AbstractA steel hybrid structural solution for onshore wind turbine towers was proposed in the Europ...
The overall competitiveness of offshore wind turbine towers is significantly influenced by the selec...
The use of bolted joints to connect the transition piece and monopile is nowadays widely applied in ...
AbstractThe fatigue assessment of bolts and bolted joints is done using nominal approach, for exampl...