Artículo
Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement
Fecha de publicación:
01/2010
Editorial:
Academic Press Ltd - Elsevier Science Ltd
Revista:
Journal Of Fluids And Structures
ISSN:
0889-9746
Idioma:
Inglés
Tipo de recurso:
Artículo publicado
Clasificación temática:
Resumen
In this paper, a numerical-experimental study of the overall dynamical response of elevated spherical tanks subjectedto horizontal base motion is presented. The main objective is to gain insight in the physical response of this particularstructural typology widely used in the petrochemical industry as liquefied petroleum gas (LPG) containers. In order toidentify the natural frequencies of the modes that mainly contribute to the response, experimental free vibration tests onan elevated spherical tank model for different liquid levels were carried out. Next, a numerical model that takes intoaccount the coupling between fluid and structure was developed and validated against the experimental results. A verygood agreement between experimental and numerical results was obtained. The results obtained show the influence ofliquid levels on natural frequencies and indicate that the sloshing has a significant effect on the dynamical characteristicsof the analyzed system. In order to obtain a good representation of the overall dynamical behaviour of the system bymeans of a simplified lumped mass model, a minimum of three masses is suggested. Finally, appropriate names of thesethree masses are proposed in the present paper.
Palabras clave:
Fluidstructure interaction
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Colecciones
Articulos(CCT - MENDOZA)
Articulos de CTRO.CIENTIFICO TECNOL.CONICET - MENDOZA
Articulos de CTRO.CIENTIFICO TECNOL.CONICET - MENDOZA
Citación
Curadelli, Raul Oscar; Ambrosini, Ricardo Daniel; Mirasso, Anibal Edmundo; Amani, M.; Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement; Academic Press Ltd - Elsevier Science Ltd; Journal Of Fluids And Structures; 26; 1; 1-2010; 148-159
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