Dynamic Analysis of Horizontal Axis Wind Turbines under Thunderstorm Downbursts

被引：3

作者：

Ahmed, Mostafa Ramadan ^{[1
,2
]}

El Damatty, Ashraf ^{[1
,3
]}

Dai, Kaoshan ^{[4
]}

Lu, Wensheng ^{[2
]}

机构：

[1] Univ Western Ontario, Dept Civil & Environm Engn, 1151 Richmond St, London, ON N6A 3K7, Canada

[2] Tongji Univ, State Key Lab Disaster Mitigat Civil Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China

[3] Univ Western Ontario, Wind Engn Energy & Environm Res Inst WindEEE, 2535 Adv Ave, London, ON N6M 0E2, Canada

[4] Sichuan Univ, Dept Civil Engn, 24 South Sect 1,Yihuan Rd, Chengdu 610065, Peoples R China

来源：

JOURNAL OF STRUCTURAL ENGINEERING | 2023年 / 149卷 / 11期

基金：

加拿大自然科学与工程研究理事会; 中国国家自然科学基金;

关键词：

Wind turbine; Dynamic analysis; Downburst; Computational fluid dynamics (CFD); Turbulence; Consistent discrete random flow generation (CDRFG); Fatigue; aerodynamics; structures; and turbulence (FAST); Fluid-structure interaction (FSI); Aerodynamic damping;

D O I：

10.1061/JSENDH.STENG-11923

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Wind turbines are among the fastest-growing technologies for producing sustainable energy. Although numerous studies have been carried out to investigate the dynamic behavior of wind turbines exposed to synoptic winds, the dynamic behavior of such structures under downbursts is not comprehensively studied and not yet well-understood. As such, the main objective of the current study is to develop a numerical model that can be used to investigate the dynamic response of wind turbines subjected to downbursts taking into account the fluid-structure interaction (FSI) effect. To achieve this task, two modules are developed in this study and are integrated with the open-source code, fatigue, aerodynamics, structures, and turbulence (FAST). These modules introduce a three-dimensional (3D) time history of the downburst wind field into FAST inflow-wind module and simulate the interaction between the downburst wind field and the wind turbine structure. The downburst wind field consists of a moving mean component with a superimposed turbulence. The mean component is generated using a previously conducted computational fluid dynamics (CFD) simulation. The turbulence is simulated using the consistent discrete random flow generation (CDRFG) method as a stochastic process based on the turbulence power spectral density and the coherence functions pertaining to downbursts. The developed numerical model is validated using the results of a previously performed experiment on a wind turbine model sited in microburst-liked winds. A parametric study is then conducted on a wind turbine model to investigate the dynamic responses of the tower and blades with and without FSI effect under various downburst configurations. A comparison between the wind turbine quasistatic and dynamic responses is conducted, and the dynamic amplification factor (DAF) is then calculated. The aerodynamic damping of the blades is also estimated and compared with a previously developed closed form solution.

引用

页数：17

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