2022
DOI: 10.1007/s11071-022-07301-0
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Design of a metastructure for vibration isolation with quasi-zero-stiffness characteristics using bistable curved beam

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Cited by 70 publications
(7 citation statements)
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“…In prior studies, quasi-zero stiffness metastructures were typically constructed by combining positive- and negative-stiffness structures. These investigations validated that quasi-zero stiffness metastructures possess outstanding vibrational attenuation properties, particularly at low frequencies. Nevertheless, their ability to achieve a zero stiffness range is primarily limited to low preloads, posing challenges in effectively dampening vibrations while simultaneously supporting heavy structures.…”
Section: Introductionmentioning
confidence: 82%
“…In prior studies, quasi-zero stiffness metastructures were typically constructed by combining positive- and negative-stiffness structures. These investigations validated that quasi-zero stiffness metastructures possess outstanding vibrational attenuation properties, particularly at low frequencies. Nevertheless, their ability to achieve a zero stiffness range is primarily limited to low preloads, posing challenges in effectively dampening vibrations while simultaneously supporting heavy structures.…”
Section: Introductionmentioning
confidence: 82%
“…It has constant stiffness and damping and can be used for ultra-precision measurement sensors. Dalela et al 14 designed a single DOF vibration isolation system in the vertical direction by adopting the bistable chord beam as the negative stiffness mechanism, instead of the nonlinear diagonal spring. In addition, there are also negative stiffness mechanisms designed in combination with Euler buckling beams, 11,15 air springs, 16,17 bionic structures, [18][19][20] and composite structures, [21][22][23] which greatly increase the types of QZS isolators and make them truly applied to social life.…”
Section: Introductionmentioning
confidence: 99%
“…Compared with a linear vibration isolation system, the QZS system can overcome the barrier between static and dynamic performance design. The methods to achieve QZS include curved beam systems with snap-through mechanisms [2], linear oblique springs [3], magnet [4] or magnetic springs [5], X-shaped structures to obtain multi-direction isolation [6], and rigidflexible coupled isolation system [7].…”
Section: Introductionmentioning
confidence: 99%