Details
Originalsprache | Englisch |
---|---|
Titel des Sammelwerks | Proceedings of the 25th International Ocean and Polar Engineering Conference, ISOPE 2015 |
Herausgeber (Verlag) | International Society of Offshore and Polar Engineers |
Seiten | 260-267 |
Seitenumfang | 8 |
ISBN (elektronisch) | 9781880653890 |
Publikationsstatus | Veröffentlicht - 2015 |
Veranstaltung | 25th International Ocean and Polar Engineering Conference, ISOPE 2015 - Kona, Big Island, USA / Vereinigte Staaten Dauer: 21 Juni 2015 → 26 Juni 2015 |
Publikationsreihe
Name | Proceedings of the International Offshore and Polar Engineering Conference |
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Band | 2015-January |
ISSN (Print) | 1098-6189 |
ISSN (elektronisch) | 1555-1792 |
Abstract
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.
ASJC Scopus Sachgebiete
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Ingenieurwesen (insg.)
- Meerestechnik
- Ingenieurwesen (insg.)
- Maschinenbau
Zitieren
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- BibTex
- RIS
Proceedings of the 25th International Ocean and Polar Engineering Conference, ISOPE 2015. International Society of Offshore and Polar Engineers, 2015. S. 260-267 (Proceedings of the International Offshore and Polar Engineering Conference; Band 2015-January).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Fatigue assessment of high-strength bolts with very large diameters in substructures for offshore wind turbines
AU - Schaumann, Peter
AU - Eichstädt, Rasmus
PY - 2015
Y1 - 2015
N2 - 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.
AB - 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.
KW - Experimental testing
KW - Fatigue
KW - High-strength bolts
KW - Hot-dip galvanized
KW - Notch-strain concept
KW - Ring-flange connections
UR - http://www.scopus.com/inward/record.url?scp=84944681302&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84944681302
T3 - Proceedings of the International Offshore and Polar Engineering Conference
SP - 260
EP - 267
BT - Proceedings of the 25th International Ocean and Polar Engineering Conference, ISOPE 2015
PB - International Society of Offshore and Polar Engineers
T2 - 25th International Ocean and Polar Engineering Conference, ISOPE 2015
Y2 - 21 June 2015 through 26 June 2015
ER -