Wind load evaluation is one of the most critical tasks in design and operation of heliostats. Unlike most publicly available data on the global wind load coefficients, this study presents a detailed experimental investigation of local wind pressure distribution and force coefficients on a heliostat facet. The critical wind load coefficients and the Strouhal number of a heliostat at low ( = 1.8 %) and high ( = 14 %) turbulence flow are reported. To achieve this, the heliostat facet was divided into 24 segments, each equipped with a pressure sensor to measure pressure and facilitate calculation of local wind load coefficients at different elevation and azimuth angles. The results show that at some combinations of elevation and azimuth angles the local force coefficients significantly exceed the global force and moment coefficients reported in the literature, revealing previously unreported critical load cases. In contrast to earlier findings that suggest a linear increase in wind load coefficients with turbulence intensity above Iu ≥ 10 %, this study identifies a non-linear relationship at lower turbulence levels, underscoring the need to account for low-intensity turbulence effects in heliostat design. Additionally, the influence of both turbulence intensity and azimuth angle on the Strouhal number is examined, based on the temporal variation of the hinge moment coefficient, a combination not thoroughly addressed in prior studies. These findings provide valuable insights for improvement of heliostat structural design and layout, supporting more robust resistance to localised failures, and aerodynamic vibrations, ultimately enhancing performance and resilience under varying wind conditions.
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