Numerical and experimental study of unsteady wind loads on panels of a radar aerial

This work experimentally and numerically analyzes the flow configurations and the dynamic wind loads on panels of rectangular L/h 5:1 cross section mounted on a structural frame of rectangular bars of L/h 0.5:1, corresponding to a radar structure. The flui d dynamic interaction between panels and fr...

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Autores principales: Scarabino, Ana Elena, García Saínz, Mariano Oscar, Bacchi, Federico, Delnero, Juan Sebastián, Cánchero, Andrés
Formato: Articulo
Lenguaje:Inglés
Publicado: 2016
Materias:
Acceso en línea:http://sedici.unlp.edu.ar/handle/10915/164073
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spelling I19-R120-10915-1640732024-03-21T04:08:43Z http://sedici.unlp.edu.ar/handle/10915/164073 Numerical and experimental study of unsteady wind loads on panels of a radar aerial Scarabino, Ana Elena García Saínz, Mariano Oscar Bacchi, Federico Delnero, Juan Sebastián Cánchero, Andrés 2016 2024-03-20T17:34:58Z en Ingeniería Aeronáutica wake interaction dynamic loads Strouhal number This work experimentally and numerically analyzes the flow configurations and the dynamic wind loads on panels of rectangular L/h 5:1 cross section mounted on a structural frame of rectangular bars of L/h 0.5:1, corresponding to a radar structure. The flui d dynamic interaction between panels and frame wakes imposes dynamic loads on the panels, with particular frequencies and Strouhal numbers, different from those of isolated elements. The numerical scheme is validated by comparison with mean forces and velo city spectra of a panel wake obtained by wind tunnel tests. The flow configuration is analyzed through images of the numerical simulations. For a large number of panels, as in the radar array, their wakes couple in either phase or counter counter-phase configurati ons, changing the resultant forces on each panel. Instantaneous normal and tangential force coefficients are reported; their spectra show two distinct peaks, caused by the interaction of the wakes. Finally, a scaled model of a rectangular structure compris ed of panels and frame elements is tested in the boundary layer wind tunnel in order to determine the influence of the velocity variation with height and the three three-dimensionality of the bulk flow around the structure. Results show that the unsteady aerodyn amic loads, being strongly influenced by the vortex shedding of the supporting elements and by the global 3 3-D geometry of the array, differ considerably on a panel in this array from loads acting on an isolated panel, not only in magnitude, but also in fre quency. Grupo Fluidodinámica Computacional Consejo Nacional de Investigaciones Científicas y Técnicas Articulo Articulo http://creativecommons.org/licenses/by-nc-sa/4.0/ Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) application/pdf 1-18
institution Universidad Nacional de La Plata
institution_str I-19
repository_str R-120
collection SEDICI (UNLP)
language Inglés
topic Ingeniería Aeronáutica
wake interaction
dynamic loads
Strouhal number
spellingShingle Ingeniería Aeronáutica
wake interaction
dynamic loads
Strouhal number
Scarabino, Ana Elena
García Saínz, Mariano Oscar
Bacchi, Federico
Delnero, Juan Sebastián
Cánchero, Andrés
Numerical and experimental study of unsteady wind loads on panels of a radar aerial
topic_facet Ingeniería Aeronáutica
wake interaction
dynamic loads
Strouhal number
description This work experimentally and numerically analyzes the flow configurations and the dynamic wind loads on panels of rectangular L/h 5:1 cross section mounted on a structural frame of rectangular bars of L/h 0.5:1, corresponding to a radar structure. The flui d dynamic interaction between panels and frame wakes imposes dynamic loads on the panels, with particular frequencies and Strouhal numbers, different from those of isolated elements. The numerical scheme is validated by comparison with mean forces and velo city spectra of a panel wake obtained by wind tunnel tests. The flow configuration is analyzed through images of the numerical simulations. For a large number of panels, as in the radar array, their wakes couple in either phase or counter counter-phase configurati ons, changing the resultant forces on each panel. Instantaneous normal and tangential force coefficients are reported; their spectra show two distinct peaks, caused by the interaction of the wakes. Finally, a scaled model of a rectangular structure compris ed of panels and frame elements is tested in the boundary layer wind tunnel in order to determine the influence of the velocity variation with height and the three three-dimensionality of the bulk flow around the structure. Results show that the unsteady aerodyn amic loads, being strongly influenced by the vortex shedding of the supporting elements and by the global 3 3-D geometry of the array, differ considerably on a panel in this array from loads acting on an isolated panel, not only in magnitude, but also in fre quency.
format Articulo
Articulo
author Scarabino, Ana Elena
García Saínz, Mariano Oscar
Bacchi, Federico
Delnero, Juan Sebastián
Cánchero, Andrés
author_facet Scarabino, Ana Elena
García Saínz, Mariano Oscar
Bacchi, Federico
Delnero, Juan Sebastián
Cánchero, Andrés
author_sort Scarabino, Ana Elena
title Numerical and experimental study of unsteady wind loads on panels of a radar aerial
title_short Numerical and experimental study of unsteady wind loads on panels of a radar aerial
title_full Numerical and experimental study of unsteady wind loads on panels of a radar aerial
title_fullStr Numerical and experimental study of unsteady wind loads on panels of a radar aerial
title_full_unstemmed Numerical and experimental study of unsteady wind loads on panels of a radar aerial
title_sort numerical and experimental study of unsteady wind loads on panels of a radar aerial
publishDate 2016
url http://sedici.unlp.edu.ar/handle/10915/164073
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