2019
DOI: 10.3390/ma12203390
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A Finite Element Model for the Vibration Analysis of Sandwich Beam with Frequency-Dependent Viscoelastic Material Core

Abstract: In this work, a finite element model was developed for vibration analysis of sandwich beam with a viscoelastic material core sandwiched between two elastic layers. The frequency-dependent viscoelastic dynamics of the sandwich beam were investigated by using finite element analysis and experimental validation. The stiffness and damping of the viscoelastic material core is frequency-dependent, which results in complex vibration modes of the sandwich beam system. A third order seven parameter Biot model was used … Show more

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Cited by 23 publications
(7 citation statements)
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“…( 14). The test referred to the standard GB/T 1456-2005 "Test Method for Flexural Performance of Sandwich Structures" [23]. In the test, the indenter adopted the control method of displacement loading and force unloading.…”
Section: Platform Constructionmentioning
confidence: 99%
“…( 14). The test referred to the standard GB/T 1456-2005 "Test Method for Flexural Performance of Sandwich Structures" [23]. In the test, the indenter adopted the control method of displacement loading and force unloading.…”
Section: Platform Constructionmentioning
confidence: 99%
“…The identification of the shear modulus for the material of the second type (see relations (10)) according to the results of dynamic tests is implemented by minimizing the error function in the form of the total square deviation between the calculated and experimentally measured [22][23][24][25][26] Eigen frequency values:…”
Section: Identification Of Mr Layer Modulesmentioning
confidence: 99%
“…The theoretical modal parameters, the first two natural frequencies and associated loss factors, evaluated by the finite element method, are experimentally verified at 30°C . In the theoretical calculations, the Biot model parameters of the ZN-1 viscoelastic material in Table 7 are taken from reference [33]. The sandwich plate is divided into 10 × 8 elements.…”
Section: Experimental Validation and Comparisonmentioning
confidence: 99%