Tall offshore steel wind turbine towers under wind, current and wave loading: an experimental and numerical study

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Standard

Tall offshore steel wind turbine towers under wind, current and wave loading : an experimental and numerical study. / Hu, Yu; Yang, Jian; Baniotopoulos, Charalampos; Wang, Xinger; Deng, Xiaowei.

EURODYN 2020 XI International Conference on Structural Dynamics: Athens, Greece, 23–26 November 2020. European Association for Structural Dynamics (EASD), 2020. p. 2123-2133 18485 (EASD Procedia).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Harvard

Hu, Y, Yang, J, Baniotopoulos, C, Wang, X & Deng, X 2020, Tall offshore steel wind turbine towers under wind, current and wave loading: an experimental and numerical study. in EURODYN 2020 XI International Conference on Structural Dynamics: Athens, Greece, 23–26 November 2020., 18485, EASD Procedia, European Association for Structural Dynamics (EASD), pp. 2123-2133, EURODYN 2020 XI International Conference on Structural Dynamics, Athens, Greece, 23/11/20. https://doi.org/10.47964/1120.9172.18485

APA

Hu, Y., Yang, J., Baniotopoulos, C., Wang, X., & Deng, X. (2020). Tall offshore steel wind turbine towers under wind, current and wave loading: an experimental and numerical study. In EURODYN 2020 XI International Conference on Structural Dynamics: Athens, Greece, 23–26 November 2020 (pp. 2123-2133). [18485] (EASD Procedia). European Association for Structural Dynamics (EASD). https://doi.org/10.47964/1120.9172.18485

Vancouver

Hu Y, Yang J, Baniotopoulos C, Wang X, Deng X. Tall offshore steel wind turbine towers under wind, current and wave loading: an experimental and numerical study. In EURODYN 2020 XI International Conference on Structural Dynamics: Athens, Greece, 23–26 November 2020. European Association for Structural Dynamics (EASD). 2020. p. 2123-2133. 18485. (EASD Procedia). https://doi.org/10.47964/1120.9172.18485

Author

Hu, Yu ; Yang, Jian ; Baniotopoulos, Charalampos ; Wang, Xinger ; Deng, Xiaowei. / Tall offshore steel wind turbine towers under wind, current and wave loading : an experimental and numerical study. EURODYN 2020 XI International Conference on Structural Dynamics: Athens, Greece, 23–26 November 2020. European Association for Structural Dynamics (EASD), 2020. pp. 2123-2133 (EASD Procedia).

Bibtex

@inproceedings{35cf5cc2c0f14af29e46539b5cbc73c7,
title = "Tall offshore steel wind turbine towers under wind, current and wave loading: an experimental and numerical study",
abstract = "In the present paper the dynamic response of tall offshore monopile steel wind turbine towers under wind, wave and current during the erection stage is studied. In particular, in the present paper the effect of current-wave-wind interaction as dynamic loading on the dynamic response of offshore wind turbine towers is for first time studied experimentally. A statistical analysis of the dynamic displacements of the model is conducted to study the effect of various loading states on the respective dynamic response. As outcome of the present study it was confirmed that the current field strongly affects the dynamic response of offshore monopoles and in particular, more significantly than the wave field. In the final part, an advanced finite element model is proposed for the efficient study of the structural response of the tower model during erection under current, wave and wind interaction",
keywords = "Wind turbine tower, offshore wind turbine, monopiles, dynamic analysis, current-wave-wind interaction",
author = "Yu Hu and Jian Yang and Charalampos Baniotopoulos and Xinger Wang and Xiaowei Deng",
year = "2020",
month = dec,
day = "9",
doi = "10.47964/1120.9172.18485",
language = "English",
series = "EASD Procedia",
publisher = "European Association for Structural Dynamics (EASD)",
pages = "2123--2133",
booktitle = "EURODYN 2020 XI International Conference on Structural Dynamics",
note = "EURODYN 2020 XI International Conference on Structural Dynamics : EuroDyn2020 ; Conference date: 23-11-2020 Through 26-11-2020",
url = "https://eurodyn2020.org/",

}

RIS

TY - GEN

T1 - Tall offshore steel wind turbine towers under wind, current and wave loading

T2 - EURODYN 2020 XI International Conference on Structural Dynamics

AU - Hu, Yu

AU - Yang, Jian

AU - Baniotopoulos, Charalampos

AU - Wang, Xinger

AU - Deng, Xiaowei

PY - 2020/12/9

Y1 - 2020/12/9

N2 - In the present paper the dynamic response of tall offshore monopile steel wind turbine towers under wind, wave and current during the erection stage is studied. In particular, in the present paper the effect of current-wave-wind interaction as dynamic loading on the dynamic response of offshore wind turbine towers is for first time studied experimentally. A statistical analysis of the dynamic displacements of the model is conducted to study the effect of various loading states on the respective dynamic response. As outcome of the present study it was confirmed that the current field strongly affects the dynamic response of offshore monopoles and in particular, more significantly than the wave field. In the final part, an advanced finite element model is proposed for the efficient study of the structural response of the tower model during erection under current, wave and wind interaction

AB - In the present paper the dynamic response of tall offshore monopile steel wind turbine towers under wind, wave and current during the erection stage is studied. In particular, in the present paper the effect of current-wave-wind interaction as dynamic loading on the dynamic response of offshore wind turbine towers is for first time studied experimentally. A statistical analysis of the dynamic displacements of the model is conducted to study the effect of various loading states on the respective dynamic response. As outcome of the present study it was confirmed that the current field strongly affects the dynamic response of offshore monopoles and in particular, more significantly than the wave field. In the final part, an advanced finite element model is proposed for the efficient study of the structural response of the tower model during erection under current, wave and wind interaction

KW - Wind turbine tower

KW - offshore wind turbine

KW - monopiles

KW - dynamic analysis

KW - current-wave-wind interaction

U2 - 10.47964/1120.9172.18485

DO - 10.47964/1120.9172.18485

M3 - Conference contribution

T3 - EASD Procedia

SP - 2123

EP - 2133

BT - EURODYN 2020 XI International Conference on Structural Dynamics

PB - European Association for Structural Dynamics (EASD)

Y2 - 23 November 2020 through 26 November 2020

ER -