Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Offshore Geotechnics; Petroleum Technology |
| Herausgeber (Verlag) | American Society of Mechanical Engineers(ASME) |
| ISBN (elektronisch) | 9780791887868 |
| Publikationsstatus | Veröffentlicht - 2024 |
| Veranstaltung | ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2024 - Singapore, Singapur Dauer: 9 Juni 2024 → 14 Juni 2024 |
Publikationsreihe
| Name | Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE |
|---|---|
| Band | 8 |
Abstract
The understanding of the wave-structure-soil interaction around marine structures is important in order to drive design decisions towards lean, yet resilient marine infrastructure. In particular, in the light of the increasing use of the marine environment for renewable energy generation, analysis of the wave-structure-soil interaction becomes increasingly relevant. While most experimental studies on wave-structure-soil interaction are conducted at small to medium scale, this paper presents the initial results of an experimental test campaign on the wave-structure-soil interaction of a floating offshore wind turbine at large scale. The data of the period averaged pore pressure reveal a significant buildup of pore pressure beyond the onset of liquefaction, which can be attributed to the additional structural loading when comparing results to similar, isolated wave-soil interaction cases in the absence of a structure.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Meerestechnik
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Ingenieurwesen (insg.)
- Maschinenbau
Ziele für nachhaltige Entwicklung
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- BibTex
- RIS
Offshore Geotechnics; Petroleum Technology. American Society of Mechanical Engineers(ASME), 2024. v008t10a023 (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE; Band 8).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE
AU - Windt, C.
AU - Goseberg, N.
AU - Schimmels, S.
AU - Kudella, M.
AU - Shanmugasundaram, R.
AU - Rusche, H.
AU - Sumer, B. M.
AU - Kirca, V. S.O.
AU - Yilmaz, S. U.
AU - Vanjakula, V.
AU - Adam, F.
AU - Smyczynski, M.
AU - Kazimierowicz-Frankowska, K.
N1 - Publisher Copyright: Copyright © 2024 by ASME.
PY - 2024
Y1 - 2024
N2 - The understanding of the wave-structure-soil interaction around marine structures is important in order to drive design decisions towards lean, yet resilient marine infrastructure. In particular, in the light of the increasing use of the marine environment for renewable energy generation, analysis of the wave-structure-soil interaction becomes increasingly relevant. While most experimental studies on wave-structure-soil interaction are conducted at small to medium scale, this paper presents the initial results of an experimental test campaign on the wave-structure-soil interaction of a floating offshore wind turbine at large scale. The data of the period averaged pore pressure reveal a significant buildup of pore pressure beyond the onset of liquefaction, which can be attributed to the additional structural loading when comparing results to similar, isolated wave-soil interaction cases in the absence of a structure.
AB - The understanding of the wave-structure-soil interaction around marine structures is important in order to drive design decisions towards lean, yet resilient marine infrastructure. In particular, in the light of the increasing use of the marine environment for renewable energy generation, analysis of the wave-structure-soil interaction becomes increasingly relevant. While most experimental studies on wave-structure-soil interaction are conducted at small to medium scale, this paper presents the initial results of an experimental test campaign on the wave-structure-soil interaction of a floating offshore wind turbine at large scale. The data of the period averaged pore pressure reveal a significant buildup of pore pressure beyond the onset of liquefaction, which can be attributed to the additional structural loading when comparing results to similar, isolated wave-soil interaction cases in the absence of a structure.
UR - http://www.scopus.com/inward/record.url?scp=85210010486&partnerID=8YFLogxK
U2 - 10.1115/OMAE2024-121829
DO - 10.1115/OMAE2024-121829
M3 - Conference contribution
AN - SCOPUS:85210010486
T3 - Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
BT - Offshore Geotechnics; Petroleum Technology
PB - American Society of Mechanical Engineers(ASME)
T2 - ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2024
Y2 - 9 June 2024 through 14 June 2024
ER -