Zhang Pei

Mr. Zhang Pei


Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 June 2020 in Energies
Verified
Journal Article
Open access
PDF file
ZPZhang Pei
Zhang Pei
SYShugeng Yang
Shugeng Yang
Yan LiYan Li
Yan Li
JGJiayang Gu
Jiayang Gu
ZHZhi-Qiang Hu
Zhi-Qiang Hu
YTYougang Tang
Yougang Tang
Focusing on the transitional depth offshore area from 50 m to 75 m, types of articulated foundations are proposed for supporting the NREL 5 MW offshore wind turbine. To investigate the dynamic behaviors under various water depths, three articulated foundations were adopted and numerical simulations were conducted in the time domain. An in-house code was chosen to simulate the dynamic response of the articulated offshore wind turbine. The aerodynamic load on rotating blades and the wind pressure load on tower are calculated based on the blade element momentum theory and the empirical formula, respectively. The hydrodynamic load is simulated by 3D potential flow theory. The motions of foundation, the aerodynamic performance of the wind turbine, and the loads on the articulated joint are documented and compared in different cases. According to the simulation, all three articulated offshore wind turbines show great dynamic performance and totally meet the requirement of power generation under the rated operational condition. Moreover, the comparison is based on time histories and spectra among these responses. The result shows that dynamic responses of the shallower one oscillate more severely compared to the other designs.

9 October 2020 in Journal of Offshore Mechanics and Arctic Engineering
Verified
Journal Article
Closed access
PDF file
ZPZhang Pei
Zhang Pei
Yan LiYan Li
Yan Li
JGJiayang Gu
Jiayang Gu
TYTianchang Yin
Tianchang Yin
ZHZhi-Qiang Hu
Zhi-Qiang Hu
YTYougang Tang
Yougang Tang
Focusing on the 75 m depth offshore area, an articulated foundation is proposed for supporting National Renewable Energy Laboratory (NREL) 5 MW offshore wind turbine (OWT). Through the overall sensitivity check on hydrostatic performance, the main parameters are set to meet the requirements of stability and economy. An in-house code was programmed to simulate the dynamic response of the articulated offshore wind turbine (AOWT). The aerodynamic load on rotating blades and the wind pressure load on tower are calculated based on the blade element momentum theory and the empirical formula, respectively. The hydrodynamic load is simulated by the three-dimensional potential flow theory. The motions of foundation, the aerodynamic performance of the wind turbine, and the loads on the articulated joint are documented in different cases. According to the simulations, the articulated offshore wind turbine shows feasibility to work in the particular area.

30 June 2022
Verified
Book Chapter
Closed access
PDF file
ZPZhang Pei
Zhang Pei
Yan LiYan Li
Yan Li