2023
DOI: 10.1088/1361-665x/ad04b6
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Dispersion of an inhomogeneous sandwich plate having imperfect interfaces and supported by the Pasternak foundation

Muhammad Asif,
Rab Nawaz,
Rahmatullah Ibrahim Nuruddeen

Abstract: The purpose of this investigation is to see the dispersion of an inhomogeneous sandwich plate with imperfect interfaces between the layers and supported by the two parameters Pasternak foundation under long-wave low-frequency conditions. The governing equation of motion has been considered from the perspective of an anti-plane shear propagation to achieve simplicity. The overall cut-off frequency and the exact dispersion relation are computed. In the context of the structure under investigation, one material … Show more

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Cited by 4 publications
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“…where the first condition represents perfect chlorine concentration on the interface; while the second condition states that the chlorine consumption on the interface is equal (just recall the situation of no chlorine consumption in a single-layered pipe, where v r ¶ ¶ = 0 at a given radial point); η 3 is the dimensionless quantity of the respective material constants in the layers. Besides, such types of perfect interfacial conditions, as appeared in the latter equation, are typical to elasticity and thermodynamic problems in composite and multilayered structures, read [8,9,29] for more on perfect interfacial conditions in multilayered bodies, while [30][31][32] give more on the analogous imperfect or sliding interfacial conditions. Certainly, in sliding interfacial conditions, the respective fields (such as concentration or velocities in case of fluid flow, displacements for wave propagation, and even temperature fields in heat transfer) are expected to be equal on the interface(s); while their corresponding derivatives (such as the rate of consumption in chlorine flow, stresses in wave propagation, and heat fluxes in heat transfer).…”
Section: Chlorine Transport In a Bi-layered Pipementioning
confidence: 99%
“…where the first condition represents perfect chlorine concentration on the interface; while the second condition states that the chlorine consumption on the interface is equal (just recall the situation of no chlorine consumption in a single-layered pipe, where v r ¶ ¶ = 0 at a given radial point); η 3 is the dimensionless quantity of the respective material constants in the layers. Besides, such types of perfect interfacial conditions, as appeared in the latter equation, are typical to elasticity and thermodynamic problems in composite and multilayered structures, read [8,9,29] for more on perfect interfacial conditions in multilayered bodies, while [30][31][32] give more on the analogous imperfect or sliding interfacial conditions. Certainly, in sliding interfacial conditions, the respective fields (such as concentration or velocities in case of fluid flow, displacements for wave propagation, and even temperature fields in heat transfer) are expected to be equal on the interface(s); while their corresponding derivatives (such as the rate of consumption in chlorine flow, stresses in wave propagation, and heat fluxes in heat transfer).…”
Section: Chlorine Transport In a Bi-layered Pipementioning
confidence: 99%