1998
DOI: 10.1121/1.421286
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Vibroacoustic analysis of an unbaffled rotating disk

Abstract: The dynamic and acoustic response of an unbaffled rotating disk, subjected to a space-fixed harmonic lateral force, is investigated. The plate is supposed to be clamped at the inside and free at the outer boundary. The exciting force being space-fixed, the mass and stiffness matrices, obtained from the variational method combined with the Rayleigh-Ritz approach in the rotating frame, are converted back to the nonrotating frame, where the generalized force and the displacements of the plate are evaluated. The r… Show more

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Cited by 12 publications
(5 citation statements)
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“…For a circular plate with a small inner radius and a negligible effect of inplane modes (e.g. as found for blades of circular saws [37]), the thin plate theory is adequate. However, for a brake rotor, i.e.…”
Section: Numerical Modelsmentioning
confidence: 98%
“…For a circular plate with a small inner radius and a negligible effect of inplane modes (e.g. as found for blades of circular saws [37]), the thin plate theory is adequate. However, for a brake rotor, i.e.…”
Section: Numerical Modelsmentioning
confidence: 98%
“…where ρ i (i = 1, 2, 3) denotes the material mass density of the i-th layer. Moreover, the variation of the total work done by the external force q(r, ϕ, t) is written as (9) Next, direct substitution of the strain-displacement relations (2) and (3) in (6) yields where the moment resultants in the above equation are defined as [34]…”
Section: Equations Of Motion and Boundary Conditionsmentioning
confidence: 99%
“…The sandwich annular ERF plate (a ≤ r ≤ b), which is set in an infinite rigid baffle, consists of a base plate (thickness h 3 ), a constraining layer (thickness h 1 ), and a tunable electrorheological (ER) fluid core layer (thickness h 2 ). For the sake of application, the inner edge of the plate at r = a is supposed to be clamped and the outer edge at r = b is free [8][9][10]15]. The plate is subjected to an applied harmonic transverse distributed load of general form q(r, ϕ, t) = q 0 (r, ϕ)e iωt , where q 0 is the excitation amplitude and ω is the radial frequency.…”
Section: Formulation 21 Basic Relationsmentioning
confidence: 99%
See 1 more Smart Citation
“…Lee and Singh [16] used the flexural and radial modes of a thick annular plate to determine the self and mutual radiation. Cote et al [17] studied the vibro acoustic behavior of an unbaffled rotating disk. Jeyraj [18] used an isotropic plate with arbitrarily varying thickness to determine its vibro-acoustic behavior using the finite element method (FEM).…”
Section: Introductionmentioning
confidence: 99%