2011
DOI: 10.5050/ksnve.2011.21.1.009
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Finite Element Vibration Analysis of Multi-layered Damped Sandwich Beam with Complex Shear Modulus

Abstract: In this paper, the general equation of motion of damped sandwich beam with multi-viscoelastic material layer was derived based on the equation presented by Mead and Markus (2). The viscoelastic layer, which has characteristics of complex shear modulus, was assumed to be dominantly under shear deformation. The equation of motion of n-layered damped sandwich beam in bending could be

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Cited by 2 publications
(1 citation statement)
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“…They found that boundary conditions are commonly recognized as a sensitive factor, especially in the experimental evaluation of damping properties. A general equation of the motion of a damped sandwich beam with multiple viscoelastic layers was derived by Bae et al [25] based on the theory of Mead and Markus.…”
Section: Introductionmentioning
confidence: 99%
“…They found that boundary conditions are commonly recognized as a sensitive factor, especially in the experimental evaluation of damping properties. A general equation of the motion of a damped sandwich beam with multiple viscoelastic layers was derived by Bae et al [25] based on the theory of Mead and Markus.…”
Section: Introductionmentioning
confidence: 99%