Wind Vulnerability of Flexible Outdoor Single-Post Billboards

Author:

Salgado-Estrada Rolando1ORCID,Galván Arturo2ORCID,Moreno-Martínez Jatziri Y.2ORCID,Elvira-Hernández Ernesto A.3ORCID,Carpio Franco4ORCID,Herrera-May Agustín L.5ORCID,Zamora Castro Sergio A.1ORCID,Herrera-Díaz Israel E.6

Affiliation:

1. Faculty of Engineering of the Construction and the Habitat, Universidad Veracruzana, Calzada Adolfo Ruiz Cortines 455, Fracc. Costa Verde, C.P., Boca del Río 94294, Veracruz, Mexico

2. Campus Celaya-Salvatierra, Universidad de Guanajuato, Av. Ing. Javier Barros Sierra 201, Col. Ejido de Santa María del Refugio, C.P., Celaya 38140, Guanajuato, Mexico

3. Facultad de Ingeniería Mecánica y Ciencias Navales, Universidad Veracruzana, Calzada Ruiz Cortines 455, Boca del Río 94294, Veracruz, Mexico

4. Instituto de Ingeniería, Universidad Veracruzana, Av. Juan Pablo II S/N, Fracc. Costa Verde, C.P., Boca del Río 94294, Veracruz, Mexico

5. Micro and Nanotechnology Research Center, Universidad Veracruzana, Adolfo Ruíz Cortines 455, Boca del Río 94294, Veracruz, Mexico

6. Campus Irapuato-Salamanca, Universidad de Guanajuato, Ex Hacienda El Copal km. 9, Carretera Irapuato-Silao, A.P. 311, C.P., Irapuato 36500, Guanajuato, Mexico

Abstract

Increased temperature due to global climate change is increasing the magnitude and frequency of extreme winds making billboard structures more vulnerable. This paper proposes a methodology to determine the structural safety of flexible outdoor single-post billboards. A CFD model of a flexible single-post billboard was performed as an example. Resultant wind forces were obtained for the previous model using different wind speeds. A mechanical numerical model of the billboard was realized, and this was subjected to the resultant wind forces. Internal forces for the most vulnerable places of the billboard were obtained for all different adopted wind speeds. Next, a reliability analysis of the billboard was performed considering several values for the bias factor and coefficient of variation for the internal forces caused by wind. Safety levels determined from the reliability analysis indicate that a billboard designed with a nominal wind speed of 180 km/h cannot achieve the target probability index of 3.2 for wind speed higher or equal to 200 km/h for any of the adopted probabilistic parameters. Significant differences in the found safety levels for the evaluated probability parameters indicate that billboard structures could undergo safety values below the target one with changes in the case where wind characteristics endanger this type of structure.

Funder

Universidad de Guanajuato Campus Celaya-Salvatierra

Universidad de Guanajuato Campus Irapuato-Salamanca

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

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