Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines

Composite bucket foundation (CBF) is an environmentally friendly form of offshore wind power foundation. By virtue of the air-floating subdivision structure in the bucket, the foundation has a self-floating characteristic and can allow for long-distance air-floating towing and transport. In this stu...

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Main Authors: Hongyan Ding, Xing Zhao, Conghuan Le, Puyang Zhang, Qiaoling Min
Format: Article
Language:English
Published: MDPI AG 2019-10-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/12/19/3767
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spelling doaj-3664a7da8339403b99db606656d6efff2020-11-25T02:11:10ZengMDPI AGEnergies1996-10732019-10-011219376710.3390/en12193767en12193767Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind TurbinesHongyan Ding0Xing Zhao1Conghuan Le2Puyang Zhang3Qiaoling Min4State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaSchool of Civil Engineering, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaSchool of Civil Engineering, Tianjin University, Tianjin 300072, ChinaComposite bucket foundation (CBF) is an environmentally friendly form of offshore wind power foundation. By virtue of the air-floating subdivision structure in the bucket, the foundation has a self-floating characteristic and can allow for long-distance air-floating towing and transport. In this study, first, a numerical analysis was performed on the towing motion characteristics of CBF, and the formula for foundation stability was deduced; then, we probed into the variation rules of the natural period of the foundation with draft and analyzed the response amplitude operator (RAO) responses, added mass coefficients, radiation damping coefficients, and exciting forces (moments) of the composite bucket foundation under different drafts and different wave directions. Finally, we clarified the basic hydrodynamic characteristics of the composite bucket foundation in the frequency domain and adopted multiple random wave models to investigate the effects of different wave heights, periods, and spectral peak factors on the towing motion characteristics of composite bucket foundation.https://www.mdpi.com/1996-1073/12/19/3767composite bucket foundation (cbf)natural periodresponse amplitude operator (rao)hydrodynamic characteristicsrandom wave
collection DOAJ
language English
format Article
sources DOAJ
author Hongyan Ding
Xing Zhao
Conghuan Le
Puyang Zhang
Qiaoling Min
spellingShingle Hongyan Ding
Xing Zhao
Conghuan Le
Puyang Zhang
Qiaoling Min
Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
Energies
composite bucket foundation (cbf)
natural period
response amplitude operator (rao)
hydrodynamic characteristics
random wave
author_facet Hongyan Ding
Xing Zhao
Conghuan Le
Puyang Zhang
Qiaoling Min
author_sort Hongyan Ding
title Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
title_short Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
title_full Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
title_fullStr Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
title_full_unstemmed Towing Motion Characteristics of Composite Bucket Foundation for Offshore Wind Turbines
title_sort towing motion characteristics of composite bucket foundation for offshore wind turbines
publisher MDPI AG
series Energies
issn 1996-1073
publishDate 2019-10-01
description Composite bucket foundation (CBF) is an environmentally friendly form of offshore wind power foundation. By virtue of the air-floating subdivision structure in the bucket, the foundation has a self-floating characteristic and can allow for long-distance air-floating towing and transport. In this study, first, a numerical analysis was performed on the towing motion characteristics of CBF, and the formula for foundation stability was deduced; then, we probed into the variation rules of the natural period of the foundation with draft and analyzed the response amplitude operator (RAO) responses, added mass coefficients, radiation damping coefficients, and exciting forces (moments) of the composite bucket foundation under different drafts and different wave directions. Finally, we clarified the basic hydrodynamic characteristics of the composite bucket foundation in the frequency domain and adopted multiple random wave models to investigate the effects of different wave heights, periods, and spectral peak factors on the towing motion characteristics of composite bucket foundation.
topic composite bucket foundation (cbf)
natural period
response amplitude operator (rao)
hydrodynamic characteristics
random wave
url https://www.mdpi.com/1996-1073/12/19/3767
work_keys_str_mv AT hongyanding towingmotioncharacteristicsofcompositebucketfoundationforoffshorewindturbines
AT xingzhao towingmotioncharacteristicsofcompositebucketfoundationforoffshorewindturbines
AT conghuanle towingmotioncharacteristicsofcompositebucketfoundationforoffshorewindturbines
AT puyangzhang towingmotioncharacteristicsofcompositebucketfoundationforoffshorewindturbines
AT qiaolingmin towingmotioncharacteristicsofcompositebucketfoundationforoffshorewindturbines
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