Long-term dynamic behavior of monopile supported offshore wind turbines in sand
The complexity of the loads acting on the offshore wind turbines (OWTs) structures and the significance of investigation on structure dynamics are explained. Test results obtained from a scaled wind turbine model are also summarized. The model is supported on monopile, subjected to different types o...
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doaj-89751702f76d4968be85db55e391dad82020-11-25T00:32:16ZengElsevierTheoretical and Applied Mechanics Letters2095-03492015-03-0152808410.1016/j.taml.2015.02.003Long-term dynamic behavior of monopile supported offshore wind turbines in sandLu-Qing Yu0Li-Zhong Wang1Zhen Guo2S. Bhattacharya3G. Nikitas4Ling-Ling Li5Yue-Long Xing6Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaUniversity of Surrey, Department of Civil and Environmental Engineering, Guildford, Surrey GU2 7XH, UKUniversity of Surrey, Department of Civil and Environmental Engineering, Guildford, Surrey GU2 7XH, UKResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaZhejiang Electric Power Design Institute, Zhejiang, Hangzhou 310012, ChinaThe complexity of the loads acting on the offshore wind turbines (OWTs) structures and the significance of investigation on structure dynamics are explained. Test results obtained from a scaled wind turbine model are also summarized. The model is supported on monopile, subjected to different types of dynamic loading using an innovative out of balance mass system to apply cyclic/dynamic loads. The test results show the natural frequency of the wind turbine structure increases with the number of cycles, but with a reduced rate of increase with the accumulation of soil strain level. The change is found to be dependent on the shear strain level in the soil next to the pile which matches with the expectations from the element tests of the soil. The test results were plotted in a non-dimensional manner in order to be scaled to predict the prototype consequences using element tests of a soil using resonant column apparatus.http://www.sciencedirect.com/science/article/pii/S2095034915000185Offshore wind turbineLong-termDynamic behaviorStrain accumulationSimilitude |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Lu-Qing Yu Li-Zhong Wang Zhen Guo S. Bhattacharya G. Nikitas Ling-Ling Li Yue-Long Xing |
spellingShingle |
Lu-Qing Yu Li-Zhong Wang Zhen Guo S. Bhattacharya G. Nikitas Ling-Ling Li Yue-Long Xing Long-term dynamic behavior of monopile supported offshore wind turbines in sand Theoretical and Applied Mechanics Letters Offshore wind turbine Long-term Dynamic behavior Strain accumulation Similitude |
author_facet |
Lu-Qing Yu Li-Zhong Wang Zhen Guo S. Bhattacharya G. Nikitas Ling-Ling Li Yue-Long Xing |
author_sort |
Lu-Qing Yu |
title |
Long-term dynamic behavior of monopile supported offshore wind turbines in sand |
title_short |
Long-term dynamic behavior of monopile supported offshore wind turbines in sand |
title_full |
Long-term dynamic behavior of monopile supported offshore wind turbines in sand |
title_fullStr |
Long-term dynamic behavior of monopile supported offshore wind turbines in sand |
title_full_unstemmed |
Long-term dynamic behavior of monopile supported offshore wind turbines in sand |
title_sort |
long-term dynamic behavior of monopile supported offshore wind turbines in sand |
publisher |
Elsevier |
series |
Theoretical and Applied Mechanics Letters |
issn |
2095-0349 |
publishDate |
2015-03-01 |
description |
The complexity of the loads acting on the offshore wind turbines (OWTs) structures and the significance of investigation on structure dynamics are explained. Test results obtained from a scaled wind turbine model are also summarized. The model is supported on monopile, subjected to different types of dynamic loading using an innovative out of balance mass system to apply cyclic/dynamic loads. The test results show the natural frequency of the wind turbine structure increases with the number of cycles, but with a reduced rate of increase with the accumulation of soil strain level. The change is found to be dependent on the shear strain level in the soil next to the pile which matches with the expectations from the element tests of the soil. The test results were plotted in a non-dimensional manner in order to be scaled to predict the prototype consequences using element tests of a soil using resonant column apparatus. |
topic |
Offshore wind turbine Long-term Dynamic behavior Strain accumulation Similitude |
url |
http://www.sciencedirect.com/science/article/pii/S2095034915000185 |
work_keys_str_mv |
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