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Author:

Xi, Renqiang (Xi, Renqiang.) | Wang, Piguang (Wang, Piguang.) (Scholars:王丕光) | Du, Xiuli (Du, Xiuli.) (Scholars:杜修力) | Xu, Kun (Xu, Kun.) | Xu, Chengshun (Xu, Chengshun.) (Scholars:许成顺) | Jia, Junbo (Jia, Junbo.)

Indexed by:

EI Scopus SCIE

Abstract:

A semi-analytical model of the aerodynamic damping for horizontal axis wind turbines was established. Considering the translational and rotational degrees of freedom of tower-top, aerodynamic damping forces on the rotor were calculated by the blade element momentum theory and simplified to a resultant force at the tower-top and a resultant couple. Thereafter, the semi-analytical solution of modal aerodynamic damping ratios was suggested. Subsequently, the modal aerodynamic damping ratios of the NREL 5 MW and WP 1.5 MW wind turbines were calculated by the semi-analytical solution and identified from their dynamic response to validate this solution. And, the sensitivity analysis was performed to evaluate the influence of control parameters on the modal aerodynamic damping ratios of wind turbines. Finally, the uncouple analysis method with this aerodynamic damping model was used to predict the dynamic response amplitude of wind turbines, wherein the aero-servo-elastic fully coupled analysis were set as the reference method to examine the reliability of this uncoupled method. The results indicated that the uncoupled analysis method employing this aerodynamic damping model can accurately predict the dynamic response of horizontal axis wind turbines excited by a combined wind-earthquake loading, which is significantly better than the existing uncoupled model.

Keyword:

Aerodynamic damping Uncoupled analysis Blade element momentum theory Horizontal axis wind turbine Earthquake

Author Community:

  • [ 1 ] [Xi, Renqiang]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Wang, Piguang]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Du, Xiuli]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Xu, Kun]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Xu, Chengshun]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 6 ] [Jia, Junbo]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 7 ] [Xi, Renqiang]Changzhou Univ, Sch Mech Engn, Changzhou 213164, Jiangsu, Peoples R China

Reprint Author's Address:

  • 王丕光

    [Wang, Piguang]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

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Source :

OCEAN ENGINEERING

ISSN: 0029-8018

Year: 2020

Volume: 214

5 . 0 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:115

Cited Count:

WoS CC Cited Count: 17

SCOPUS Cited Count: 21

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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