2012
DOI: 10.5139/ijass.2012.13.2.127
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Advanced Computational Dissipative Structural Acoustics and Fluid-Structure Interaction in Low-and Medium-Frequency Domains. Reduced-Order Models and Uncertainty Quantification

Abstract: This paper presents an advanced computational method for the prediction of the responses in the frequency domain of general linear dissipative structural-acoustic and fluid-structure systems, in the low-and medium-frequency do mains and this includes uncertainty quantification. The system under consideration is constituted of a deformable dissipative structure that is coupled with an internal dissipative acoustic fluid. This includes wall acoustic impedances and it is surrounded by an infinite acoustic fluid. … Show more

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Cited by 19 publications
(11 citation statements)
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“…For instance, − in linear viscoelastic structural dynamics [154,155,156], [D(ω)] is the reduced damping matrix and [K(ω)] is the reduced stiffness matrix that is positivedefinite (if the possible rigid body displacements are removed). For instance, − in linear viscoelastic structural dynamics [154,155,156], [D(ω)] is the reduced damping matrix and [K(ω)] is the reduced stiffness matrix that is positivedefinite (if the possible rigid body displacements are removed).…”
Section: Ensemble Se Ht Of a Pair Of Positive-definite Matrix-valued mentioning
confidence: 99%
“…For instance, − in linear viscoelastic structural dynamics [154,155,156], [D(ω)] is the reduced damping matrix and [K(ω)] is the reduced stiffness matrix that is positivedefinite (if the possible rigid body displacements are removed). For instance, − in linear viscoelastic structural dynamics [154,155,156], [D(ω)] is the reduced damping matrix and [K(ω)] is the reduced stiffness matrix that is positivedefinite (if the possible rigid body displacements are removed).…”
Section: Ensemble Se Ht Of a Pair Of Positive-definite Matrix-valued mentioning
confidence: 99%
“…This nonparametric probabilistic approach was extended for different ensembles of random matrices and linear boundary value problems . It was also experimentally validated and applied for linear problems in composites , viscoelasticity , dynamic substructuring , vibroacoustics , soil–structure interaction and earthquake engineering , and robust design and optimization . More recently, it was further extended to account for some nonlinear geometrical effects in structural analysis .…”
Section: Introductionmentioning
confidence: 99%
“…Concerning nonlinear sloshing and capillarity for incompressible liquids in rigid tanks submitted to rigid body motions, see [34,35,36,37,38]. Concerning computational reduced-order models for the linear vibration of structures containing compressible liquids without surface tension and without sloshing effects, we refer the reader for instance to [13,39,40,41,5]. Note that the case of a structure with weak geometrical nonlinearities coupled with a linear acoustic fluid has been investigated in the high-frequency domain in [42].…”
Section: Introductionmentioning
confidence: 99%