2020
DOI: 10.1016/j.compstruct.2020.111862
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Design and numerical validation of quasi-zero-stiffness metamaterials for very low-frequency band gaps

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Cited by 166 publications
(43 citation statements)
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“…Here, the force corresponding to the plateau is named as QZS payload. Currently, the vast majority of QZS isolators are generally achieved by connecting a negative stiffness element (usually realized through oblique springs, [ 5,6 ] buckled beams, [ 7,8 ] magnet rings, [ 9 ] etc.) with a positive stiffness element in parallel, which makes the isolator complicated, and not compact enough to implement applications in small scale.…”
Section: Introductionmentioning
confidence: 99%
“…Here, the force corresponding to the plateau is named as QZS payload. Currently, the vast majority of QZS isolators are generally achieved by connecting a negative stiffness element (usually realized through oblique springs, [ 5,6 ] buckled beams, [ 7,8 ] magnet rings, [ 9 ] etc.) with a positive stiffness element in parallel, which makes the isolator complicated, and not compact enough to implement applications in small scale.…”
Section: Introductionmentioning
confidence: 99%
“…As reported in Fig. 5(f), folded beams and buckled beams are connected directly, which avoids the contact friction [70] .…”
Section: Quasi-zero-stiffness Mechanismsmentioning
confidence: 91%
“…In recent years, the emerging metamaterials based on local resonators provide new ways to deal with low-frequency vibration and noise issues [1][2][3][4][5][6]. Metamaterials present sub-wavelength bandgaps (at frequencies much lower than the first Bragg bandgap), within which wave propagation is prohibited.…”
Section: Introductionmentioning
confidence: 99%