Numerical code development and dynamic response of articulated offshore wind turbine

被引：0

作者：

Zhang P. ^{[1
,2
,3
]}

Tang Y. ^{[1
,2
,3
]}

Yang S. ^{[1
,2
,3
]}

Li Y. ^{[1
,2
,3
]}

Jing X. ^{[1
,2
,3
]}

Yin T. ^{[1
,2
,3
]}

机构：

[1] State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin

[2] Tianjin Key Laboratory of Port and Ocean Engineering, Tianjin University, Tianjin

[3] School of Civil Engineering, Tianjin University, Tianjin

来源：

Zhendong yu Chongji/Journal of Vibration and Shock | 2022年 / 41卷 / 03期

关键词：

Articulated offshore wind turbine (AOWT); Dynamic response; Resonance; The time domain; Turbulent wind;

D O I：

10.13465/j.cnki.jvs.2022.03.036

中图分类号：

学科分类号：

摘要：

Here, a new type of articulated offshore wind turbine (AOWT) structure was proposed for 50 m operating water depth, and the swing motion analysis model of AOWT was established. Adopting the aerodynamic-hydrodynamic coupled analysis method, the motion control equation was coded in time domain using the software MATLAB to analyze dynamic responses of AOWT under different environmental loads of wind, wave and flow. Then, effects of turbulent wind on the overall motion and load response of AOWT were further studied. The calculation results showed that AOWT has good motion and load performance under the rated wind speed and sea conditions, and meets the structural design requirements; compared with the steady wind, the mean value of AOWT response decreases significantly under turbulent wind, but its amplitude variation increases, and a larger resonance is induced within low frequency range. © 2022, Editorial Office of Journal of Vibration and Shock. All right reserved.

引用

页码：299 / 306

页数：7

共 12 条

[11] LI Y, TANG Y G, ZHU Q, Et al., Effects of second-order wave forces and aerodynamic forces on dynamic responses of a TLP-type floating offshore wind turbine considering the set-down motion[J], Journal of Renewable and Sustainable Energy, 9, 6, (2017)
[12] LUO T, TIAN D, WANG R, Et al., Stochastic dynamic response analysis of a 10 MW tension leg platform floating horizontal axis wind turbine, Energies, 11, 12, (2018)

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