Wind and Structures
Volume 40, Number 4, 2025, pages 251-264
DOI: 10.12989/was.2025.40.4.251
Wind loading and response of solar tracker arrays
Juan I. Zaracho, John D. Ginger, John D. Holmes and David J. Henderson
Abstract
Understanding the aeroelastic response of solar trackers under high turbulence wind flow is crucial for optimizing
their design and performance. This paper presents a wind tunnel study on the aeroelastic response of solar trackers at a 1/20
scale. Three models were tested in a boundary layer wind tunnel under various wind directions (at specific intervals between 0°
and 180°) and tilt angles ranging from 0° to 50°. The aerodynamic loads (i.e., moment coefficients) acting on the torque tube
were determined, and the aerodynamic response of the models was investigated. The results show that the mean and maximum
moments are largest in magnitude for wind directions from 0° to 40° and 140° to 180°. A notable increase in the mean moment
coefficient is observed for tilt angles between 0° and 15°, followed by a progressive decrease as the tilt angle increases from 15°
to 50°. The aerodynamic derivatives A2 and A3 were also obtained using a quasi-steady approach. The findings of this study
suggest that the wind direction influences the response of the structure; the tilt angle, the natural frequency of the tracker and the
stiffness of the torque tube are critical factors in preventing aeroelastic instabilities and should be carefully considered in the
design process.
Key Words
aerodynamic derivatives; aeroelastic model; divergence; torsional galloping; wind load; wind tunnel
Address
Juan I. Zaracho:Cyclone Testing Station, James Cook University, Australia
John D. Ginger:Cyclone Testing Station, James Cook University, Australia
John D. Holmes:JDH Consulting, Mentone, Australia
David J. Henderson:Cyclone Testing Station, James Cook University, Australia