Dynamic response of an offshore wind turbine subject to ice loading in glacial tills
The impact of drifting ice load on offshore wind turbines (OWT) in ice-covered sea areas is a critical issue affecting their serviceability and safety. To gain a better understanding of the ice-induced vibrations (IIVs) and ice-structure-soil interactions (ISSIs) of OWTs, this study employs the cohe...
Main Authors: | , , |
---|---|
Format: | Other/Unknown Material |
Language: | unknown |
Published: |
Authorea, Inc.
2024
|
Subjects: | |
Online Access: | http://dx.doi.org/10.22541/au.170663811.10845601/v1 |
id |
crwinnower:10.22541/au.170663811.10845601/v1 |
---|---|
record_format |
openpolar |
spelling |
crwinnower:10.22541/au.170663811.10845601/v1 2024-06-02T08:08:20+00:00 Dynamic response of an offshore wind turbine subject to ice loading in glacial tills Zou, Pengxu Bricker, Jeremy Fujisaki-Manome, Ayumi 2024 http://dx.doi.org/10.22541/au.170663811.10845601/v1 unknown Authorea, Inc. posted-content 2024 crwinnower https://doi.org/10.22541/au.170663811.10845601/v1 2024-05-07T14:19:22Z The impact of drifting ice load on offshore wind turbines (OWT) in ice-covered sea areas is a critical issue affecting their serviceability and safety. To gain a better understanding of the ice-induced vibrations (IIVs) and ice-structure-soil interactions (ISSIs) of OWTs, this study employs the cohesive element method (CEM) coupled with the finite element method (FEM) to simulate level ice sheet behavior. The study defines a stress and separation relationship for brittle and quasi-brittle materials and adopts an elasto-plastic constitutive law for bulk ice mass elements. Additionally, a Smoothed Particle Hydrodynamics (SPH) method that simulates level ice cover by mesh-free particles is also employed for comparison. Since soil-structure interaction (SSI) significantly impacts the dynamic response of OWTs under ice loading, the Mohr–Coulomb (M-C) model is selected for glacial soils. As a result, a three-dimensional numerical coupled ISSI model for dynamic response analysis of an OWT is developed and a case study of the ISSI of an OWT proposed in Lake Erie is presented. Moreover, a sensitivity analysis of the impacts of ice and wind loadings (e.g., ice thickness, ice drifting speed, wind speed, and ice-wind misalignment angle) on the dynamic response of the OWT is conducted. The results indicate that the coupled CEM-FEM approach is capable of analyzing ice-OWT interactions more effectively than the SPH method. Furthermore, the vibration frequencies of the OWT under combined ice-wind loads can coincide with the OWT’s inherent natural frequencies, causing severe response. The ice loading can have a more significant impact on the OWT’s foundation compared to wind loading. This study provides insights into and references for the ice-induced vibrations and ice-structure-soil interactions of offshore wind turbines in ice-covered coastal areas. Other/Unknown Material Ice Sheet The Winnower |
institution |
Open Polar |
collection |
The Winnower |
op_collection_id |
crwinnower |
language |
unknown |
description |
The impact of drifting ice load on offshore wind turbines (OWT) in ice-covered sea areas is a critical issue affecting their serviceability and safety. To gain a better understanding of the ice-induced vibrations (IIVs) and ice-structure-soil interactions (ISSIs) of OWTs, this study employs the cohesive element method (CEM) coupled with the finite element method (FEM) to simulate level ice sheet behavior. The study defines a stress and separation relationship for brittle and quasi-brittle materials and adopts an elasto-plastic constitutive law for bulk ice mass elements. Additionally, a Smoothed Particle Hydrodynamics (SPH) method that simulates level ice cover by mesh-free particles is also employed for comparison. Since soil-structure interaction (SSI) significantly impacts the dynamic response of OWTs under ice loading, the Mohr–Coulomb (M-C) model is selected for glacial soils. As a result, a three-dimensional numerical coupled ISSI model for dynamic response analysis of an OWT is developed and a case study of the ISSI of an OWT proposed in Lake Erie is presented. Moreover, a sensitivity analysis of the impacts of ice and wind loadings (e.g., ice thickness, ice drifting speed, wind speed, and ice-wind misalignment angle) on the dynamic response of the OWT is conducted. The results indicate that the coupled CEM-FEM approach is capable of analyzing ice-OWT interactions more effectively than the SPH method. Furthermore, the vibration frequencies of the OWT under combined ice-wind loads can coincide with the OWT’s inherent natural frequencies, causing severe response. The ice loading can have a more significant impact on the OWT’s foundation compared to wind loading. This study provides insights into and references for the ice-induced vibrations and ice-structure-soil interactions of offshore wind turbines in ice-covered coastal areas. |
format |
Other/Unknown Material |
author |
Zou, Pengxu Bricker, Jeremy Fujisaki-Manome, Ayumi |
spellingShingle |
Zou, Pengxu Bricker, Jeremy Fujisaki-Manome, Ayumi Dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
author_facet |
Zou, Pengxu Bricker, Jeremy Fujisaki-Manome, Ayumi |
author_sort |
Zou, Pengxu |
title |
Dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
title_short |
Dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
title_full |
Dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
title_fullStr |
Dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
title_full_unstemmed |
Dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
title_sort |
dynamic response of an offshore wind turbine subject to ice loading in glacial tills |
publisher |
Authorea, Inc. |
publishDate |
2024 |
url |
http://dx.doi.org/10.22541/au.170663811.10845601/v1 |
genre |
Ice Sheet |
genre_facet |
Ice Sheet |
op_doi |
https://doi.org/10.22541/au.170663811.10845601/v1 |
_version_ |
1800753548983533568 |