EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE

C. Windt; N. Goseberg; S. Schimmels; M. Kudella; R. Shanmugasundaram; H. Rusche; B. M. Sumer; V. S.O. Kirca; S. U. Yilmaz; V. Vanjakula; F. Adam; M. Smyczynski; K. Kazimierowicz-Frankowska

doi:10.1115/OMAE2024-121829

EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE

C. Windt^*, N. Goseberg, S. Schimmels, M. Kudella, R. Shanmugasundaram, H. Rusche, B. M. Sumer, V. S.O. Kirca, S. U. Yilmaz, V. Vanjakula, F. Adam, M. Smyczynski, K. Kazimierowicz-Frankowska

^*Corresponding author for this work

Department of Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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.

Original language	English
Title of host publication	Offshore Geotechnics; Petroleum Technology
Publisher	American Society of Mechanical Engineers (ASME)
ISBN (Electronic)	9780791887868
DOIs	https://doi.org/10.1115/OMAE2024-121829
Publication status	Published - 2024
Event	ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2024 - Singapore, Singapore Duration: 9 Jun 2024 → 14 Jun 2024

Publication series

Name	Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
Volume	8

Conference

Conference	ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2024
Country/Territory	Singapore
City	Singapore
Period	9/06/24 → 14/06/24

Bibliographical note

Publisher Copyright:
Copyright © 2024 by ASME.

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

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10.1115/OMAE2024-121829

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Windt, C., Goseberg, N., Schimmels, S., Kudella, M., Shanmugasundaram, R., Rusche, H., Sumer, B. M., Kirca, V. S. O., Yilmaz, S. U., Vanjakula, V., Adam, F., Smyczynski, M., & Kazimierowicz-Frankowska, K. (2024). EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE. In Offshore Geotechnics; Petroleum Technology Article v008t10a023 (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE; Vol. 8). American Society of Mechanical Engineers (ASME). https://doi.org/10.1115/OMAE2024-121829

@inproceedings{fea05de55bb04353be2bebcebc2d160a,

title = "EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE",

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.",

author = "C. Windt and N. Goseberg and S. Schimmels and M. Kudella and R. Shanmugasundaram and H. Rusche and Sumer, {B. M.} and Kirca, {V. S.O.} and Yilmaz, {S. U.} and V. Vanjakula and F. Adam and M. Smyczynski and K. Kazimierowicz-Frankowska",

note = "Publisher Copyright: Copyright {\textcopyright} 2024 by ASME.; ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2024 ; Conference date: 09-06-2024 Through 14-06-2024",

year = "2024",

doi = "10.1115/OMAE2024-121829",

language = "English",

series = "Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE",

publisher = "American Society of Mechanical Engineers (ASME)",

booktitle = "Offshore Geotechnics; Petroleum Technology",

address = "United States",

}

Windt, C, Goseberg, N, Schimmels, S, Kudella, M, Shanmugasundaram, R, Rusche, H, Sumer, BM, Kirca, VSO, Yilmaz, SU, Vanjakula, V, Adam, F, Smyczynski, M & Kazimierowicz-Frankowska, K 2024, EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE. in Offshore Geotechnics; Petroleum Technology., v008t10a023, Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, vol. 8, American Society of Mechanical Engineers (ASME), ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2024, Singapore, Singapore, 9/06/24. https://doi.org/10.1115/OMAE2024-121829

EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE. / Windt, C.; Goseberg, N.; Schimmels, S. et al.
Offshore Geotechnics; Petroleum Technology. American Society of Mechanical Engineers (ASME), 2024. v008t10a023 (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE; Vol. 8).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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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.

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.

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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 -

Windt C, Goseberg N, Schimmels S, Kudella M, Shanmugasundaram R, Rusche H et al. EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE. In Offshore Geotechnics; Petroleum Technology. American Society of Mechanical Engineers (ASME). 2024. v008t10a023. (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE). doi: 10.1115/OMAE2024-121829

EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE

Abstract

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Bibliographical note

UN SDGs

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