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Artículo

Wind buckling of tanks with conical roof considering shielding by another tank

Burgos, Carlos; Jaca, Rossana Claudia; Lassig, Jorge Luis; Godoy, Luis AugustoIcon
Fecha de publicación: 06/2014
Editorial: Elsevier
Revista: Thin-Walled Structures
ISSN: 0263-8231
Idioma: Inglés
Tipo de recurso: Artículo publicado
Clasificación temática:
Otras Ingeniería Civil

Resumen

Oil storage tanks are usually arranged in groups in tank farms, and this configuration may affect their buckling and postbuckling strength under wind loads. The assessment of wind action on tank structures is performed in this work by means of wind tunnel experiments to evaluate the pattern of pressure distribution for a tank which is shielded by another tank under various configurations and separation between them. The experimental results show significant changes in pressures due to shielding effects. In a second stage the structural response under the pressures previously evaluated is performed by finite element analysis using both linear bifurcation and geometrically nonlinear analysis. Results of two-tank interaction are compared with those of an isolated tank. Based on the results, it is concluded that the changes in wind pressures due to group effects induce changes in buckling loads and in the associated deflected patterns.
Palabras clave: Buckling , Group Effects , Shells , Tanks , Wind Loads
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info:eu-repo/semantics/openAccess Excepto donde se diga explícitamente, este item se publica bajo la siguiente descripción: Creative Commons Attribution-NonCommercial-ShareAlike 2.5 Unported (CC BY-NC-SA 2.5)
Identificadores
URI: http://hdl.handle.net/11336/34069
URL: http://www.sciencedirect.com/science/article/pii/S026382311400189X
DOI: http://dx.doi.org/10.1016/j.tws.2014.06.007
Colecciones
Articulos(CCT - CORDOBA)
Articulos de CTRO.CIENTIFICO TECNOL.CONICET - CORDOBA
Citación
Burgos, Carlos; Jaca, Rossana Claudia; Lassig, Jorge Luis; Godoy, Luis Augusto; Wind buckling of tanks with conical roof considering shielding by another tank; Elsevier; Thin-Walled Structures; 84; 6-2014; 226-240
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