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Axisymmetric modal analysis of liquid‐storage tanks considering compressibility effects
Author(s) -
Cho J. R.,
Kim K. W.,
Lee J. K.,
Park T. H.,
Lee W. Y.
Publication year - 2002
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.530
Subject(s) - compressibility , rotational symmetry , vibration , mechanics , boundary value problem , finite element method , mathematics , fluid–structure interaction , displacement (psychology) , buckling , normal mode , mathematical analysis , structural engineering , physics , engineering , acoustics , psychology , psychotherapist
In this paper, we address analytical and numerical studies on the free vibration of fluid–structure interaction problems considering the fluid compressibility. According to the separation of variables together with the boundary condition enforcement, we first derive a compressible‐fluid velocity potential function. Next, we split the structure region into the wet and dry parts, for which we apply the Novozhilov thin shell theory. Combining two dynamic displacement fields, for two split structure parts, using the displacement compatibility conditions, we finally obtain a simultaneous equation system for computing natural frequencies and modes. According to the derived analytical formulae, we compute natural frequencies and modes, stress resultants, together with the comparison with the FEM analysis and the incompressible case. Numerical results show, compared to the incompressible case, that the compressible case produces lower natural frequencies and, furthermore, the relative difference is influenced by the slenderness of tanks and the relative liquid fill height. Copyright © 2002 John Wiley & Sons, Ltd.