2009
DOI: 10.1098/rspa.2008.0447
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Vibration analysis of submerged rectangular microplates with distributed mass loading

Abstract: This paper investigates the vibration characteristics of the coupling system of a microscale fluid-loaded rectangular isotropic plate attached to a uniformly distributed mass. Previous literature has, respectively, studied the changes in the plate vibration induced by an acoustic field or by the attached mass loading. This paper investigates the issue of involving these two types of loading simultaneously. Based on Lamb's assumption of the fluid-loaded structure and the Rayleigh-Ritz energy method, this paper … Show more

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Cited by 24 publications
(22 citation statements)
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“…The transverse displacement (w) is expanded into a series and is required to satisfy the plate boundary conditions [29],…”
Section: Bucklingmentioning
confidence: 99%
“…The transverse displacement (w) is expanded into a series and is required to satisfy the plate boundary conditions [29],…”
Section: Bucklingmentioning
confidence: 99%
“…The most dominant change of the dynamics of membrane induced by cell-loading is the shift of resonance frequencies. As the first mode shapes remain almost constant [16], and the amplitudes of each FRF were selfnormalized with respect to the amplitude of first resonant mode. Relative amplitudes of resonant modes are found to be significantly varied after the cell loading.…”
Section: Resultsmentioning
confidence: 99%
“…For the FRF normalization, each spectrum is normalized with respect to the amplitude of its own first resonant mode. The reason for choosing the first resonant mode as the reference is based on the theoretical analysis results in [16], which prove that the mass loading has the slightest effects on the first resonant mode of a rectangular membrane.…”
Section: Frf Data Normalization and Order-reductionmentioning
confidence: 99%
“…Based on Eq. (10), one can write (14) It is possible to express a similar constitutive relation between the double stress and strain gradient tensors as follows (15) in which the sixth-order tensor is given by the following formula using Eq. (11)…”
Section: Strain Gradient Theorymentioning
confidence: 99%
“…Therefore, different characteristics of these microstructures, especially their mechanical behavior, have been the focus of significant research. In this regard, classic continuum models have been used in different research works to analyze the mechanical problems of microbeams and microplates (e.g., free vibration and buckling in both linear and nonlinear regimes) [11][12][13][14][15][16][17][18][19][20][21].…”
Section: Introductionmentioning
confidence: 99%