2017
DOI: 10.1016/j.jsv.2017.04.016
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Flexural wave attenuation in a sandwich beam with viscoelastic periodic cores

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Cited by 28 publications
(5 citation statements)
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“…In this approach, the SDOF oscillator is designed so that its natural frequency is very close to the frequency at which the host structure's vibration is to be reduced. Many researchers used SDOF oscillators for attenuating vibration in beams [11][12][13][14][15]. These studies have shown that SDOF oscillators contribute to vibration attenuation and that the low transmission zone depends on the resonance frequency of the inserted oscillator.…”
Section: Introductionmentioning
confidence: 99%
“…In this approach, the SDOF oscillator is designed so that its natural frequency is very close to the frequency at which the host structure's vibration is to be reduced. Many researchers used SDOF oscillators for attenuating vibration in beams [11][12][13][14][15]. These studies have shown that SDOF oscillators contribute to vibration attenuation and that the low transmission zone depends on the resonance frequency of the inserted oscillator.…”
Section: Introductionmentioning
confidence: 99%
“…[3][4][5][6][7]. At present, some researchers have introduced PCs into civil engineering to control vibration [8][9][10][11][12], especially in beams [13][14][15][16][17][18][19][20][21][22].…”
Section: Introductionmentioning
confidence: 99%
“…The band gap characteristics of flexural vibration in a two-dimensional periodic frame structure composed of locally resonant composite beams were studied by Zhang et al [20]. Guo et al [21] revealed the flexural vibration attenuation performance of traditional periodic constraint layer damping in a sandwich beam, and pointed out that flexural vibration can be attenuated by both the Bragg scattering effect and damping effect, where the attenuation level is mainly dominated by Bragg scattering in the band gaps and by damping in the pass bands. Tang et al [22] discussed flexural vibration propagation and attenuation through a Timoshenko beam coupled with periodic resonators by the method of a reverberation-ray matrix, their numerical results showing that the coupling between the beam and the resonators results in a local resonant attenuation band and multiple non-local resonant attenuation bands.…”
Section: Introductionmentioning
confidence: 99%
“…In [47] Badran et al developed a lighter model to simulate the dynamic behaviour of sandwich structures. Guo et al [48] examined theoretically the banded behaviour of a sandwich structure using two periodically alternating viscoelastic materials as core, achieving low-frequency (∼ 100 Hz) stop bands while compromising its load-bearing capabilities. Also, the effect of damping on the band gap was con-sidered and in [49] Sheng et al manufactured the same structure to examine it experimentally.…”
Section: Introductionmentioning
confidence: 99%