Roos, TH2012-06-222012-06-222012-05Roos, TH. A wind loading correlation for an isolated square heliostat part 2: Moments and side forces. Proceedings 1st Southern African Solar Energy Conference, Stellenbosch, 21-23 May 2012http://hdl.handle.net/10204/5932Proceedings 1st Southern African Solar Energy Conference, Stellenbosch, 21-23 May 2012One of the design requirements of a heliostat is the ability to withstand storm wind loads in the stow position and operational wind loads in any position. To design a heliostat, therefore, one must be able to predict the wind loading on the heliostat for all elevation angles of the heliostat and all wind directions relative to the heliostat coordinate system. A companion paper has described a technique for using of Fourier analysis to fit a small number of correlations to a large experimental wind tunnel force and moment coefficient dataset for an isolated heliostat, and presented correlations for the lift and drag forces. In this paper correlations for the side forces and for moments about the three principal axes are presented, the behavior of the correlations is discussed and comparisons are made to recently published heliostat mean loading data.enHeliostatWind loadingSolar energySouthern African Solar Energy ConferencePeterkaWind loading correlationA wind loading correlation for an isolated square heliostat part 2: Moments and side forcesConference PresentationRoos, T. (2012). A wind loading correlation for an isolated square heliostat part 2: Moments and side forces. http://hdl.handle.net/10204/5932Roos, TH. "A wind loading correlation for an isolated square heliostat part 2: Moments and side forces." (2012): http://hdl.handle.net/10204/5932Roos T, A wind loading correlation for an isolated square heliostat part 2: Moments and side forces; 2012. http://hdl.handle.net/10204/5932 .TY - Conference Presentation AU - Roos, TH AB - One of the design requirements of a heliostat is the ability to withstand storm wind loads in the stow position and operational wind loads in any position. To design a heliostat, therefore, one must be able to predict the wind loading on the heliostat for all elevation angles of the heliostat and all wind directions relative to the heliostat coordinate system. A companion paper has described a technique for using of Fourier analysis to fit a small number of correlations to a large experimental wind tunnel force and moment coefficient dataset for an isolated heliostat, and presented correlations for the lift and drag forces. In this paper correlations for the side forces and for moments about the three principal axes are presented, the behavior of the correlations is discussed and comparisons are made to recently published heliostat mean loading data. DA - 2012-05 DB - ResearchSpace DP - CSIR KW - Heliostat KW - Wind loading KW - Solar energy KW - Southern African Solar Energy Conference KW - Peterka KW - Wind loading correlation LK - https://researchspace.csir.co.za PY - 2012 T1 - A wind loading correlation for an isolated square heliostat part 2: Moments and side forces TI - A wind loading correlation for an isolated square heliostat part 2: Moments and side forces UR - http://hdl.handle.net/10204/5932 ER -