Load distribution patterns and structural effects of IEA 15MW wind turbine under downburst wind field
Journal article, 2026

Downbursts, which are intense, short-duration, highly non-stationary and non-synoptic outflows generated by severe thunderstorms, pose a significant threat to the structural safety of large-scale wind turbines, particularly in regions with abundant wind resources but frequent convective storms. Although numerical approaches have been widely used to assess downburst-induced loads, experimental investigations remain limited due to the challenges of reproducing realistic transient non-synoptic wind fields in controlled environments. In this study, a combined wind tunnel and numerical simulation framework is developed to quantify the aerodynamic load distribution and structural responses of a 15 MW reference wind turbine under downburst conditions. Scaled wind tunnel tests were conducted to reproduce representative downburst wind fields with varying turbulence intensities, enabling high-fidelity measurements of unsteady surface pressures and global aerodynamic forces. The experimental data were incorporated into an aeroelastic-structural coupling framework that links OpenFAST aerodynamic load simulations with detailed FEM analyses to evaluate stress distributions, displacement responses, and potential failure modes. By comparing these results with those obtained under synoptic wind conditions, the study reveals the substantially more severe aerodynamic loading and structural instability induced by downbursts. A systematic investigation was conducted on the effects of radial position, wind profile type, turbulence intensity, and operational conditions on blade responses and tower stability, highlighting the importance of incorporating downburst-related wind fields into wind turbine design standards and operational strategies to enhance the structural resilience of turbines in regions susceptible to convective storms, like downbursts, tornadoes, etc.

Structural effect

Wind turbine

Wind tunnel testing

Tower stability

Blade divergence

Downburst

FEM

Author

Yue Cheng

Tongji University

Lin Zhao

Tongji University

Guangxi University

Xu Dong

Guangxi University

Shaopeng Li

Guangxi University

Chongqing University

Xiaofeng He

Huafeng Metrological Media Group Co. Ltd

Juan Ao

National Technology Innovation Center for Wind Power

Jonas Ringsberg

Chalmers, Mechanics and Maritime Sciences (M2), Marine Technology

Engineering Structures

0141-0296 (ISSN) 1873-7323 (eISSN)

Vol. 370 part 1 1-28 123966

Driving Forces

Sustainable development

Innovation and entrepreneurship

Subject Categories (SSIF 2025)

Fluid Mechanics

Energy Engineering

Vehicle and Aerospace Engineering

Areas of Advance

Energy

Materials Science

Roots

Basic sciences

DOI

10.1016/j.engstruct.2026.123966

More information

Latest update

10/20/2026