2022
DOI: 10.3390/ma15196811
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Selected Problems of Random Free Vibrations of Rectangular Thin Plates with Viscoelastic Dampers

Abstract: The main motivation of this work was to present a semi-analytical extension of the correspondence principle in stochastic dynamics. It is demonstrated for the stochastic structural free vibrations of Kirchhoff–Love elastic, isotropic and rectangular plates supported by viscoelastic generalized Maxwell dampers. The ambient temperature of the plate affects the dampers only and is included in a mathematical model using the frequency–temperature correspondence principle. The free vibration problem of the plate–vis… Show more

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Cited by 6 publications
(4 citation statements)
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“…where 𝑟 denotes the number of viscoelastic elements, K 𝑣,𝑘 is a location matrix of viscoelastic elements and 𝑔 𝑘 (𝑠) is a function describing the viscoelastic properties of element 𝑘. Structures with viscoelastic elements have already been described in detail, including frame with viscoelastic dampers [29], beam with viscoelastic layers [30], and plates with viscoelastic layers [31] or with viscoelastic dampers [32]. Dynamic behavior of structures with viscoelastic elements can be described by the natural frequency 𝜔 𝑙 and the nondimensional damping ratio 𝛾 𝑙 (for 𝑙 = 1, 2, .…”
Section: Application To Structures With Viscoelastic Elementsmentioning
confidence: 99%
“…where 𝑟 denotes the number of viscoelastic elements, K 𝑣,𝑘 is a location matrix of viscoelastic elements and 𝑔 𝑘 (𝑠) is a function describing the viscoelastic properties of element 𝑘. Structures with viscoelastic elements have already been described in detail, including frame with viscoelastic dampers [29], beam with viscoelastic layers [30], and plates with viscoelastic layers [31] or with viscoelastic dampers [32]. Dynamic behavior of structures with viscoelastic elements can be described by the natural frequency 𝜔 𝑙 and the nondimensional damping ratio 𝛾 𝑙 (for 𝑙 = 1, 2, .…”
Section: Application To Structures With Viscoelastic Elementsmentioning
confidence: 99%
“…One method that enables the incorporation of uncertainties in design parameters is stochastic analysis (Kamiński et al in [22,23]). This approach, particularly when parameters are described as interval numbers, was applied by Muscolino and Sofi in [24] using affine arithmetic.…”
Section: Introductionmentioning
confidence: 99%
“…Advantage: they can be applied when probability distribution is lacking; disadvantages: operations are computationally expensive and results may be less precise than with probabilistic methods.  Methods based on interval analysis [4][5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][23][24][25][26][27][28][29][30][31]35,[42][43][44], where parameters are modeled as intervals. Advantages: they consider the range in which the parameter changes without knowing its exact distribution, allow for the relatively easy determination of the lower and upper bounds of the response function, and are relatively easy to code; disadvantage: the obtained results may be overestimated.…”
Section: Introductionmentioning
confidence: 99%
“…The first-and second-order Taylor series expansion was also used in [25], where the solution of the eigenvalue problem and frequency response functions for systems with viscoelastic dampers were analyzed. In [26], uncertainties of a system with viscoelastic dampers were analyzed using a probabilistic approach.…”
Section: Introductionmentioning
confidence: 99%