Experimental investigation of the aeroelastic behavior of a complex prismatic element

Lighting poles and antenna masts are typically high, slender and light structures. Moreover, they are often characterized by distributed eccentricities that make very complex their shape. Experience teaches that this structural type frequently suffers severe damage and even collapses due to wind actions. To understand and interpret the aerodynamic and aeroelastic behavior of lighting poles and antenna masts, this paper presents the results of static and aeroelastic wind tunnel tests carried out on a complex prismatic element representing a segment of the shaft of such structures. Static tests are aimed at determining the aerodynamic coefficients and the Strouhal number of the test element cross-section; the former are used to evaluate the critical conditions for galloping occurrence based on quasi-steady theory; the latter provides the critical conditions for vortex-induced vibrations. Aeroelastic tests are aimed at reproducing the real behavior of the test element and at verifying the validity and reliability of quasi-steady theory. The galloping hysteresis phenomenon is identified through aeroelastic experiments conducted on increasing and decreasing the mean wind velocity.

[1]  José Meseguer,et al.  Hysteresis phenomena in transverse galloping of triangular cross-section bodies , 2012 .

[2]  G. V. Parkinson,et al.  Experiments on flow-induced vibration of a square-section cylinder , 1987 .

[3]  José Meseguer,et al.  Transverse galloping of two-dimensional bodies having a rhombic cross-section , 2014 .

[4]  G. V. Parkinson,et al.  THE SQUARE PRISM AS AN AEROELASTIC NON-LINEAR OSCILLATOR , 1964 .

[5]  Z. Q. Chen,et al.  Aerodynamic stability of stay cables incorporated with lamps: a case study , 2014 .

[6]  S. C. Luo,et al.  Hysteresis phenomenon in the galloping oscillation of a square cylinder , 2003 .

[7]  A. Barrero-Gil,et al.  Hysteresis in transverse galloping: The role of the inflection points , 2009 .

[8]  Cung Huy Nguyen,et al.  Aeroelastic instability and wind-excited response of complex lighting poles and antenna masts , 2015 .

[9]  J. P. Hartog Transmission Line Vibration Due to Sleet , 1932, Transactions of the American Institute of Electrical Engineers.

[10]  Francis C. Moon,et al.  Shape optimization of a blunt body Vibro-wind galloping oscillator , 2013 .

[11]  B. A. Fleck Strouhal numbers for flow past a combined circular–rectangular prism , 2001 .

[12]  G. V. Parkinson,et al.  On the Aeroelastic Instability of Bluff Cylinders , 1961 .

[13]  José Meseguer,et al.  A parametric study of the galloping stability of two-dimensional triangular cross-section bodies , 2006 .

[14]  José Meseguer,et al.  An analysis on the dependence on cross section geometry of galloping stability of two-dimensional bodies having either biconvex or rhomboidal cross sections , 2009 .

[15]  Jonathan E. Cooper,et al.  Bifurcation analysis and limit cycle oscillation amplitude prediction methods applied to the aeroelastic galloping problem , 2007 .