Dynamic Impedance of the Wide-Shallow Bucket Foundation for Offshore Wind Turbine Using Coupled Finite–Infinite Element Method
The dynamic impedances of foundation play an important role in the dynamic behavior and structural stability of offshore wind turbines (OWT). Though the behaviors of bucket foundation, which are considered as a relatively innovative foundation type under static loading, have been extensively investi...
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| Published in | Energies (Basel) Vol. 12; no. 22; p. 4370 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Basel
MDPI AG
16.11.2019
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1996-1073 1996-1073 |
| DOI | 10.3390/en12224370 |
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| Abstract | The dynamic impedances of foundation play an important role in the dynamic behavior and structural stability of offshore wind turbines (OWT). Though the behaviors of bucket foundation, which are considered as a relatively innovative foundation type under static loading, have been extensively investigated, the corresponding dynamic performances were neglected in previous research. This study focuses on the dynamic impedances of wide-shallow bucket foundations (WSBF) under the horizontal and rocking loads. Firstly, the numerical model was established to obtain the dynamic impedances of WSBF using the coupled finite-infinite element technique (FE-IFE). The crucial parameters affecting the dynamic responses of WSBF are investigated. It is shown that the skirt length mainly affects the rocking dynamic impedance and the diameter significantly affects the horizontal and coupling impedances, especially when the diameter is larger than 34 m. The overall dynamic responses of WSBF are profoundly affected by the relative soil thickness and the multi-layer soil stiffness. Additionally, dynamic impedances of WSBF are insensitive to the homogeneous soil stiffness. Lastly, the safety threshold curve was calculated according to the OWT, which can provide essential reference for the design of the OWT supported by large scale WSBF. |
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| AbstractList | The dynamic impedances of foundation play an important role in the dynamic behavior and structural stability of offshore wind turbines (OWT). Though the behaviors of bucket foundation, which are considered as a relatively innovative foundation type under static loading, have been extensively investigated, the corresponding dynamic performances were neglected in previous research. This study focuses on the dynamic impedances of wide-shallow bucket foundations (WSBF) under the horizontal and rocking loads. Firstly, the numerical model was established to obtain the dynamic impedances of WSBF using the coupled finite-infinite element technique (FE-IFE). The crucial parameters affecting the dynamic responses of WSBF are investigated. It is shown that the skirt length mainly affects the rocking dynamic impedance and the diameter significantly affects the horizontal and coupling impedances, especially when the diameter is larger than 34 m. The overall dynamic responses of WSBF are profoundly affected by the relative soil thickness and the multi-layer soil stiffness. Additionally, dynamic impedances of WSBF are insensitive to the homogeneous soil stiffness. Lastly, the safety threshold curve was calculated according to the OWT, which can provide essential reference for the design of the OWT supported by large scale WSBF. [...]the dynamic impedances of WSBF are obtained by performing steady state dynamic response analysis subjected to harmonic excitation in the frequency domain. [...]the maximum of the size of the elements size should meet the following requirement [46]: lmax≤(18~15)2πRa where a=ωR/cs is the dimensionless frequency, ω , R and cs are respectively the frequency, the foundation radius, and the shear wave velocity of the soil. [...]in order to minimize the error induced by numerical shock and coupling boundaries, the requirement of the near field domain modeled by the finite element can be expressed as: lr≥2mπRa2−2v1−2v where lr represents the minimum reflection length of finite element. m is the cycle number of excitations. v is Poisson’s ratio of the surrounding soil. 3.2. According to the established WSBF and integrated transportation requirements, the diameter of foundation selected in the numerical analysis varies from 30 m to 45 m (cases 3,5–7), and the skirt length from 3 m to 20 m (cases 1–4) based on the water depth. [...]the results show that the relative soil layer thickness is the dominant factor affecting the dynamic impedances of the WSBF. 4.4. |
| Author | Lian, Jijian Dong, Xiaofeng Zhao, Yue Jiang, Qi Zhao, Hao |
| Author_xml | – sequence: 1 givenname: Jijian surname: Lian fullname: Lian, Jijian – sequence: 2 givenname: Qi surname: Jiang fullname: Jiang, Qi – sequence: 3 givenname: Xiaofeng surname: Dong fullname: Dong, Xiaofeng – sequence: 4 givenname: Yue surname: Zhao fullname: Zhao, Yue – sequence: 5 givenname: Hao surname: Zhao fullname: Zhao, Hao |
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| Cites_doi | 10.1016/j.enconman.2017.12.061 10.1002/eqe.737 10.1016/j.oceaneng.2017.12.052 10.1016/j.oceaneng.2015.09.033 10.1002/nag.2567 10.1016/j.soildyn.2013.02.001 10.1016/j.oceaneng.2014.03.022 10.1016/j.oceaneng.2015.04.039 10.1061/JSFEAQ.0001885 10.1016/j.soildyn.2005.12.001 10.1088/1742-6596/524/1/012088 10.1016/j.oceaneng.2016.04.001 10.1016/j.soildyn.2017.05.020 10.1002/eqe.4290050305 10.1063/1.4863986 10.1063/1.5017464 10.1016/j.apor.2018.08.021 10.1063/1.4881876 10.1016/j.soildyn.2005.12.003 10.2112/JCOASTRES-D-16-00096.1 10.1680/geot.2003.53.8.703 10.1016/j.soildyn.2015.02.017 10.1098/rsta.2014.0086 10.1002/tal.646 10.1016/S0141-0296(01)00082-7 10.3390/su11020494 10.1061/(ASCE)1090-0241(2005)131:12(1498) 10.1016/j.enganabound.2017.10.009 10.1016/j.soildyn.2014.03.006 10.1016/j.oceaneng.2014.02.034 10.1002/nme.1654 10.1016/j.soildyn.2017.07.014 10.1002/nme.208 10.1016/j.engstruct.2016.05.043 10.1016/j.soildyn.2005.12.002 10.1016/j.soildyn.2016.09.024 10.1016/j.engstruct.2012.06.041 10.1002/we.1763 10.1002/we.1710 10.1016/j.marstruc.2019.05.009 10.3390/en12102023 |
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| References | Carswell (ref_6) 2015; 18 Versteijlen (ref_45) 2014; 524 Liu (ref_15) 2017; 144 Wolf (ref_20) 2002; 24 Damgaard (ref_31) 2015; 101 ref_35 Kuhlemeyer (ref_46) 1973; 99 He (ref_36) 2017; 33 ref_32 Jalbi (ref_10) 2019; 67 Dong (ref_14) 2018; 150 ref_19 ref_17 Dong (ref_18) 2014; 6 Gerolymos (ref_27) 2006; 26 Gerolymos (ref_29) 2006; 26 Bisoi (ref_5) 2014; 63 Doherty (ref_47) 2003; 8 Liingaard (ref_34) 2007; 36 Zhang (ref_13) 2014; 6 Latini (ref_26) 2017; 100 Yang (ref_11) 2019; 83 Harte (ref_23) 2012; 45 Jung (ref_48) 2015; 109 Ba (ref_39) 2018; 86 Lian (ref_12) 2014; 84 Wang (ref_16) 2017; 9 Novak (ref_21) 1977; 5 Wang (ref_1) 2018; 158 Santangelo (ref_7) 2016; 123 Arany (ref_4) 2017; 92 ref_25 ref_24 Liu (ref_40) 2014; 82 Doherty (ref_38) 2005; 131 Alati (ref_9) 2015; 373 Yang (ref_43) 2001; 51 ref_42 Torabi (ref_22) 2017; 101 ref_41 Swagata (ref_3) 2015; 73 Damgaard (ref_30) 2015; 18 Haciefendioglu (ref_8) 2012; 21 ref_2 Wang (ref_33) 2013; 50 He (ref_37) 2017; 41 Wang (ref_44) 2006; 67 Gerolymos (ref_28) 2006; 26 |
| References_xml | – volume: 158 start-page: 103 year: 2018 ident: ref_1 article-title: A review on recent advancements of substructures for offshore wind turbines publication-title: Energy Convers. Manag. doi: 10.1016/j.enconman.2017.12.061 – volume: 36 start-page: 2249 year: 2007 ident: ref_34 article-title: Impedance of flexible suction caissons publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1002/eqe.737 – volume: 150 start-page: 280 year: 2018 ident: ref_14 article-title: Structural vibration monitoring and operational modal analysis of offshore wind turbine structure publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2017.12.052 – ident: ref_32 – volume: 109 start-page: 479 year: 2015 ident: ref_48 article-title: Effect of monopile foundation modeling on the structural response of a 5-MW offshore wind turbine tower publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2015.09.033 – ident: ref_24 – volume: 41 start-page: 508 year: 2017 ident: ref_37 article-title: Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation publication-title: Int. J. Numer. Anal. Method. Geomech. doi: 10.1002/nag.2567 – volume: 50 start-page: 192 year: 2013 ident: ref_33 article-title: Lumped-parameter model of foundations based on complex Chebyshev polynomial fraction publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2013.02.001 – volume: 84 start-page: 1 year: 2014 ident: ref_12 article-title: Laboratory tests on soil-skirt interaction and penetration resistance of suction caissons during installation in sand publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2014.03.022 – volume: 101 start-page: 227 year: 2015 ident: ref_31 article-title: Dynamic response sensitivity of an offshore wind turbine for varying subsoil conditions publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2015.04.039 – volume: 99 start-page: 421 year: 1973 ident: ref_46 article-title: Finite element method accuracy for wave propagation problems publication-title: J. Soil Mech. Found. Div. doi: 10.1061/JSFEAQ.0001885 – volume: 26 start-page: 377 year: 2006 ident: ref_27 article-title: Static and dynamic response of massive caisson foundations with soil and interface nonlinearities-validation and results publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2005.12.001 – ident: ref_42 – volume: 524 start-page: 012088 year: 2014 ident: ref_45 article-title: Assessing the small-strain soil stiffness for offshore wind turbines based on in situ seismic measurements publication-title: J. Phys. Conf. Ser. doi: 10.1088/1742-6596/524/1/012088 – volume: 144 start-page: 14 year: 2017 ident: ref_15 article-title: Experimental and numerical studies on lateral bearing capacity of bucket foundation in saturated sand publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2016.04.001 – volume: 100 start-page: 59 year: 2017 ident: ref_26 article-title: Dynamic lateral response of suction caissons publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2017.05.020 – ident: ref_35 – volume: 5 start-page: 263 year: 1977 ident: ref_21 article-title: Soil-pile interaction in horizontal vibration publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1002/eqe.4290050305 – volume: 6 start-page: 013127 year: 2014 ident: ref_13 article-title: Seismic response of large-scale prestressed concrete bucket foundation for offshore wind turbines publication-title: J. Renew. Sustain. Energy doi: 10.1063/1.4863986 – volume: 9 start-page: 063306 year: 2017 ident: ref_16 article-title: Experimental study of the accumulative deformation effect on wide-shallow composite bucket foundation for offshore wind turbines publication-title: J. Renew. Sustain. Energy doi: 10.1063/1.5017464 – volume: 83 start-page: 21 year: 2019 ident: ref_11 article-title: Dynamic modeling and vibration suppression for an offshore wind turbine with a tuned mass damper in floating platform publication-title: Appl. Ocean Res. doi: 10.1016/j.apor.2018.08.021 – volume: 6 start-page: 033128 year: 2014 ident: ref_18 article-title: Operational modal identification of offshore wind turbine structure based on modified stochastic subspace identification method considering harmonic interference publication-title: J. Renew. Sustain. Energy doi: 10.1063/1.4881876 – volume: 26 start-page: 347 year: 2006 ident: ref_28 article-title: Winkler model for lateral response of rigid caisson foundations in linear soil publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2005.12.003 – volume: 33 start-page: 989 year: 2017 ident: ref_36 article-title: Using the Elastic Vertical Vibration of a Rigid Caisson at Low Frequencies to Stabilize the Foundation of Coastal Engineering Structures publication-title: J. Coastal Res. doi: 10.2112/JCOASTRES-D-16-00096.1 – volume: 8 start-page: 703 year: 2003 ident: ref_47 article-title: Elastic response of circular footings embedded in a non-homogeneous half-space publication-title: Geotechnique doi: 10.1680/geot.2003.53.8.703 – ident: ref_25 – volume: 73 start-page: 103 year: 2015 ident: ref_3 article-title: Design of monopile supported offshore wind turbine in clay considering dynamic soil–structure-interaction publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2015.02.017 – volume: 373 start-page: 20140086 year: 2015 ident: ref_9 article-title: Seismic analysis of offshore wind turbines on bottom-fixed support structures publication-title: Philos. Trans. R. Soc. A doi: 10.1098/rsta.2014.0086 – volume: 21 start-page: 867 year: 2012 ident: ref_8 article-title: Stochastic seismic response analysis of offshore wind turbine including fluid-structure-soil-interaction publication-title: Struct. Des. Tall Spec. Build. doi: 10.1002/tal.646 – volume: 24 start-page: 13 year: 2002 ident: ref_20 article-title: Some cornerstones of dynamic soil–structure interaction publication-title: Eng. Struct. doi: 10.1016/S0141-0296(01)00082-7 – ident: ref_2 doi: 10.3390/su11020494 – volume: 131 start-page: 1498 year: 2005 ident: ref_38 article-title: Stiffness of Flexible Caisson Foundations Embedded in Nonhomogeneous Elastic Soil publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2005)131:12(1498) – volume: 86 start-page: 31 year: 2018 ident: ref_39 article-title: Dynamic impedance functions for a rigid strip footing resting on a multi-layered transversely isotropic saturated half-space publication-title: Eng. Anal. Bound. Elem. doi: 10.1016/j.enganabound.2017.10.009 – volume: 63 start-page: 19 year: 2014 ident: ref_5 article-title: Dynamic analysis of offshore wind turbine in clay considering soil–monopile–tower interaction publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2014.03.006 – volume: 82 start-page: 169 year: 2014 ident: ref_40 article-title: Bearing behavior of wide-shallow bucket foundation for offshore wind turbines in drained silty sand publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2014.02.034 – ident: ref_41 – volume: 67 start-page: 916 year: 2006 ident: ref_44 article-title: Finite–infinite element for dynamic analysis of axisymmetrically saturated composite foundations publication-title: Int. J. Numer. Method. Eng. doi: 10.1002/nme.1654 – volume: 101 start-page: 137 year: 2017 ident: ref_22 article-title: Equivalent-linear pile head impedance functions using a hybrid method publication-title: Earthq. Eng. Struct. Dyn. doi: 10.1016/j.soildyn.2017.07.014 – volume: 51 start-page: 1317 year: 2001 ident: ref_43 article-title: A 2.5D finite/infinite element approach for modelling visco-elastic bodies subjected to moving loads publication-title: Int. J. Numer. Method. Eng. doi: 10.1002/nme.208 – ident: ref_17 – volume: 123 start-page: 275 year: 2016 ident: ref_7 article-title: Time-domain uncoupled analyses for seismic assessment of land-based wind turbines publication-title: Eng. Struct. doi: 10.1016/j.engstruct.2016.05.043 – volume: 26 start-page: 363 year: 2006 ident: ref_29 article-title: Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2005.12.002 – volume: 92 start-page: 126 year: 2017 ident: ref_4 article-title: Design of monopiles for offshore wind turbines in 10 steps publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2016.09.024 – volume: 45 start-page: 509 year: 2012 ident: ref_23 article-title: Dynamic analysis of wind turbines including soil-structure interaction publication-title: Eng. Struct. doi: 10.1016/j.engstruct.2012.06.041 – volume: 18 start-page: 1387 year: 2015 ident: ref_30 article-title: Assessment of dynamic substructuring of a wind turbine foundation applicable for aeroelastic simulations publication-title: Wind Energy doi: 10.1002/we.1763 – volume: 18 start-page: 483 year: 2015 ident: ref_6 article-title: Soil-structure reliability of offshore wind turbine monopile foundations publication-title: Wind Energy doi: 10.1002/we.1710 – volume: 67 start-page: 102631 year: 2019 ident: ref_10 article-title: Dynamic design considerations for offshore wind turbine jackets supported on multiple foundations publication-title: Mar. Struct. doi: 10.1016/j.marstruc.2019.05.009 – ident: ref_19 doi: 10.3390/en12102023 |
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| Snippet | The dynamic impedances of foundation play an important role in the dynamic behavior and structural stability of offshore wind turbines (OWT). Though the... [...]the dynamic impedances of WSBF are obtained by performing steady state dynamic response analysis subjected to harmonic excitation in the frequency domain.... |
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| SubjectTerms | Accuracy Civil engineering coupled finite-infinite element technique dynamic impedance Finite element analysis numerical modelling offshore wind turbine Turbines wide-shallow bucket foundation |
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| Title | Dynamic Impedance of the Wide-Shallow Bucket Foundation for Offshore Wind Turbine Using Coupled Finite–Infinite Element Method |
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