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296 P. Schaumann and F. Wilke<br />

54.4 Conclusion<br />

Fatigue design is a multiparameter challenge. The number of parameters<br />

significantly increases the sensitivity of results when applying local concepts,<br />

in particular the notch strain approach. Therefore experimental verification<br />

of the theoretical analysis is indispensable but unlikely for the extreme large<br />

dimensions of the proposed structures. Nevertheless the two local concepts<br />

show their benefits if transfer to new structures or weld types is needed. For<br />

offshore structures with actions in the high-cycle region, the notch stress approach<br />

should be chosen. The application of the notch stress approach has<br />

shown a very good compliance with the structural stress approach for the<br />

weld toe locations, but great differences in fatigue strength for the roots. Here<br />

the design rules for single-side welded joints have to be examined in more<br />

detail with fracture mechanics.<br />

References<br />

1. Schaumann P, Wilke F (2005) Current developments of support structures for<br />

wind turbines in offshore environment. In: Shen et al. (eds.) Advances in Steel<br />

Structures, Elsevier, Amsterdam, pp. 1107–1114<br />

2. Radaj D, Sonsino CM (1998) Fatigue Assessment of Welded Joints by Local<br />

Approaches. Abbington, Cambridge<br />

3. Hobbacher A (1996) Fatigue design of welded joints and components. IIW Doc<br />

XIII-1539-96, Abbington, Cambridge<br />

4. Olivier R, Köttgen VB, Seeger T(1994) Schweißverbindungen II–Untersuchungen<br />

zur Einbindung eines eines neuartigen Zeit- und Dauerfestigkeitsnachweises von<br />

Schweißverbindungen in Regelwerke. Forschungskuratorium Maschinenbau Heft<br />

180, Frankfurt<br />

5. Radaj D, Sonsino CM, Flade D (1998) Prediction of service fatigue strength of<br />

a welded tubular joint on the basis of the notch strain approach. Int. J Fatigue<br />

20(6): 471–480

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