1995
DOI: 10.1016/0263-8223(95)00117-4
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Vibration and damping analysis of multilayered conical shells

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Cited by 20 publications
(8 citation statements)
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“…sandwich shell is given by (22) and the kinetic energy can be written in the form (23) here ρ is the mass density, (… • ) denotes differentiation with respect to time and u T = {v T ,␥ T }. A shell is the surface area of the shell and h is the thickness of the shell.…”
Section: Variational Formulationmentioning
confidence: 99%
See 1 more Smart Citation
“…sandwich shell is given by (22) and the kinetic energy can be written in the form (23) here ρ is the mass density, (… • ) denotes differentiation with respect to time and u T = {v T ,␥ T }. A shell is the surface area of the shell and h is the thickness of the shell.…”
Section: Variational Formulationmentioning
confidence: 99%
“…Vibrational damping analysis of laminated composite beam and plates has been investigated by several authors [14,19,25,32,42]. The application to laminated shells is discussed, for example, in References [2,3,8,15,22,23,33,35,43,44,48]. Though the damping characteristics of laminated composite structures have been studied extensively, studies of sandwich composite structures are limited.…”
Section: Introduction Dmentioning
confidence: 99%
“…In order to solve Equation ( 37), we must present the formulations of the principal mode shapes U(, ), V(, ) and W(, ) in Equations ( 21)-( 23). Many people have studied the vibration of conical shells and some types of vibration mode shapes have been applied (Goldberg et al, 1960;Chang, 1978;Khatri and Asnani, 1995;Chai et al, 2006). For example, Liew et al (2005) employed the kernel particle functions in hybridized form with harmonic functions to approximate the vibration modes of the conical shells.…”
Section: Negative Velocity Feedback Methodsmentioning
confidence: 99%
“…Their latter work [12] concentrated on the vibration and damping characteristics of a three-layered conical shell with a viscoelastic core constrained by isotropic facing materials; the semi-analytical "nite element method they developed was based upon the displacement "eld originally proposed by Wilkins, Bert and Egle [5], and the results they presented were also based on the panel dimensions and properties "rst quoted in reference [5]. Khatri [13}15], and Khatri and Asnani [16,17] used a variational approach to derive the di!erential equations governing the motion of a layered conical shell, and proceeded to "nd approximate solutions for the natural frequencies and modes using Galerkin's method. Since each layer was shear deformable, a few studies were presented of a conical sandwich panel which could be regarded as a special case of a three-layered shell, with shear-sti!…”
Section: Literature Reviewmentioning
confidence: 99%
“…outer layers to represent isotropic/orthotropic face plates. However, the work reported in reference [16] (and presumably reference [17]) has rightly been criticized by Baruch [18] on the grounds that the elastic constants for each layer are actually a function of their spatial position, and not independent constants as assumed by Khatri and Asnani.…”
Section: Literature Reviewmentioning
confidence: 99%