2021
DOI: 10.1016/j.ijmecsci.2021.106630
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Inertial amplification band-gap generation by coupling a levered mass with a locally resonant mass

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Cited by 75 publications
(14 citation statements)
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References 46 publications
(60 reference statements)
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“…This mechanical model could represent a real mechanical slider chain (see Figure 1a) with large masses mutually connected through inerters based on lever-arms and secondary masses (e.g. see [53]), where motions of these masses (denoted with m in ) are supported by inclined lever arms with the angle of inclination θ. In that case, inertance parameters are calculated as j a,b = m in /4 tan 2 (θ).…”
Section: Wave Dispersion and Topology Of Ideal Inerter-based Latticesmentioning
confidence: 99%
“…This mechanical model could represent a real mechanical slider chain (see Figure 1a) with large masses mutually connected through inerters based on lever-arms and secondary masses (e.g. see [53]), where motions of these masses (denoted with m in ) are supported by inclined lever arms with the angle of inclination θ. In that case, inertance parameters are calculated as j a,b = m in /4 tan 2 (θ).…”
Section: Wave Dispersion and Topology Of Ideal Inerter-based Latticesmentioning
confidence: 99%
“…low frequency and broad band are incompatible with high stiffness and lightweight, can be overcome by this bandgap [20,[22][23][24][25]. Although some remarkable advances have been achieved [26][27][28][29][30], the structure configurations with inertial amplification effect always originate from the classic geometric model to extend their versatility and applicability [26][27][28]31], rather than for further progress in amplifying dynamic inertia. Eventually, the breakthrough in low-frequency bandgaps is stalled, which can be attributed to the lack of diverse structures superficially.…”
Section: Introductionmentioning
confidence: 99%
“…Ref. [20] utilized the modal coupling of a lever mass and a conventional local resonant mass connected separately to the base to form a doubleattenuation bandgap. Duhamel et al [21] proposed a finite element program to calculate the dynamic response of infinite periodic structures under local time-dependent excitation.…”
Section: Introductionmentioning
confidence: 99%