Details
| Titel in Übersetzung | Fatigue design of offshore wind energy conversion systems |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 716-726 |
| Seitenumfang | 11 |
| Band | 73 |
| Ausgabenummer | 9 |
| Fachzeitschrift | STAHLBAU |
| Publikationsstatus | Veröffentlicht - 21 Okt. 2004 |
Abstract
This paper compares concepts for the fatigue design of offshore wind energy conversion systems (OWECS). After a description of several types of support structures for OWECS, different methods for the fatigue design of these structures under wave loading are described. Possible concepts are the deterministic approach, the calculation in the time domain or in the frequency domain. As the nominal stress approach can hardly be applied to the joints of braced or lattice structures, local approaches to the fatigue assessment of welded joints have to be used.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Werkstoffwissenschaften (insg.)
- Metalle und Legierungen
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in: STAHLBAU, Jahrgang 73, Nr. 9, 21.10.2004, S. 716-726.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › Transfer
}
TY - GEN
T1 - Fatigue Design bei Offshore-Windenergieanlagen
AU - Schaumann, Peter
AU - Kleineidam, Patric
AU - Wilke, Fabian
PY - 2004/10/21
Y1 - 2004/10/21
N2 - This paper compares concepts for the fatigue design of offshore wind energy conversion systems (OWECS). After a description of several types of support structures for OWECS, different methods for the fatigue design of these structures under wave loading are described. Possible concepts are the deterministic approach, the calculation in the time domain or in the frequency domain. As the nominal stress approach can hardly be applied to the joints of braced or lattice structures, local approaches to the fatigue assessment of welded joints have to be used.
AB - This paper compares concepts for the fatigue design of offshore wind energy conversion systems (OWECS). After a description of several types of support structures for OWECS, different methods for the fatigue design of these structures under wave loading are described. Possible concepts are the deterministic approach, the calculation in the time domain or in the frequency domain. As the nominal stress approach can hardly be applied to the joints of braced or lattice structures, local approaches to the fatigue assessment of welded joints have to be used.
UR - http://www.scopus.com/inward/record.url?scp=7044234990&partnerID=8YFLogxK
U2 - 10.1002/stab.200490175
DO - 10.1002/stab.200490175
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:7044234990
VL - 73
SP - 716
EP - 726
JO - STAHLBAU
JF - STAHLBAU
SN - 0038-9145
ER -