1966
DOI: 10.1121/1.1910037
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Composite Loss Factors of Selected Laminated Beams

Abstract: Theoretical damping values have been determined for three-and five-layer beams having representative cross sections. Trends are obtained that show damping effects produced by changes in cross-sectional geometry of the beam and properties of the damping material. The results are a series of characteristic curves displaying an increase in damping with increased frequency for the low frequency range, a peaking of the curves in the midfrequency range and a decrease in damping for the high frequencies. In addition,… Show more

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Cited by 12 publications
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“…5 The composite loss factors of laminated beams were obtained by DiTaranto and Blasingame. 6 The damping effectiveness of clamped-free and hinged-hinged tapered symmetric sandwich beams were studied by Rao and Stühler. 7 Asnani and Nakra studied the vibration damping characteristics and performed a forced vibration analysis of multi-layered beams with visco-elastic cores.…”
Section: Introductionmentioning
confidence: 99%
“…5 The composite loss factors of laminated beams were obtained by DiTaranto and Blasingame. 6 The damping effectiveness of clamped-free and hinged-hinged tapered symmetric sandwich beams were studied by Rao and Stühler. 7 Asnani and Nakra studied the vibration damping characteristics and performed a forced vibration analysis of multi-layered beams with visco-elastic cores.…”
Section: Introductionmentioning
confidence: 99%
“…Among first studies of CLD treatments, Kerwin [1] developed a simplified theory to calculate the loss factor of a plate with CLD treatments. DiTaranto and Blasingame [2] extended Kerwin's work by accounting for the extensional deformations in the viscoelastic layer and obtained loss factors for three and five layer beams as a function of frequency. Mead and Markus [3] derived sixth-order equation of motion for beams in terms of transverse displacements.…”
Section: Introductionmentioning
confidence: 99%
“…The theory is based on relating the shear strain of the damping layer to the transverse motion of the structure. DiTaranto and Blasingame [3] extended Kerwin's work by accounting for the extensional deformations in the visco-elastic layer and obtained composite loss factors for three and five layer beams as a function of frequency. DiTaranto [4] developed the sixth-order differential equations of motion for beams in terms of axial displacements.…”
Section: Introductionmentioning
confidence: 99%