2006
DOI: 10.1016/j.jsv.2006.05.027
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A hybrid finite element formulation for a beam-plate system

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Cited by 24 publications
(12 citation statements)
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“…in Refs. [17][18][19][20][21][22][34][35][36][37][38][39][40][41][42][43], in which the long-wavelength, stiff components are usually described deterministically whereas the shortwavelength, flexible components are described statistically so as to account properly for the effects of system parameter variability [23,44,45]. Consequently, such combined hybrid models can provide more representative solutions than purely deterministic models for the vibroacoustic response of an ensemble of products [20][21][22].…”
Section: Hybrid Deterministic-statistical Methodsmentioning
confidence: 99%
“…in Refs. [17][18][19][20][21][22][34][35][36][37][38][39][40][41][42][43], in which the long-wavelength, stiff components are usually described deterministically whereas the shortwavelength, flexible components are described statistically so as to account properly for the effects of system parameter variability [23,44,45]. Consequently, such combined hybrid models can provide more representative solutions than purely deterministic models for the vibroacoustic response of an ensemble of products [20][21][22].…”
Section: Hybrid Deterministic-statistical Methodsmentioning
confidence: 99%
“…(12) divided by 2π, as expressed in Eq. (13). Correspondingly, the intensity in a beam under random excitation can be formulated as…”
Section: Formulation Of Random Efamentioning
confidence: 99%
“…Zhao et al [12] employed a similar approach to study the vibration behavior of beams connected at an arbitrary angle and have captured the resonant behavior due to longitudinal vibration. The hybrid formulation combining EFA with FEM has been applied successfully in practice for a beam-plate system [13].…”
Section: Introductionmentioning
confidence: 99%
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