2023
DOI: 10.1080/15376494.2023.2192207
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Quasi-zero stiffness vibration isolators with slender Euler beams as positive stiffness elements

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Cited by 8 publications
(3 citation statements)
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“…Nonlinear isolators, owing to their wider frequency bands and superior isolation efficiency relative to linear isolators, have emerged as a focal point of research [1,2]. Within this class, quasi-zero stiffness (QZS) represents a typical nonlinear vibration isolation feature [2], capable of imparting high-static-low-dynamic-stiffness (HSLDS) properties and furnishing a range of anti-vibration structures such as beams [4,5], cam-roller [6,7], horizontal springs [8][9], and magnets [11][12][13]. Bio-inspired vibration isolators, on the other hand, draw inspiration from natural systems to create effective and efficient solutions for vibration control, including achieving QZS characteristics [14].…”
Section: Introductionmentioning
confidence: 99%
“…Nonlinear isolators, owing to their wider frequency bands and superior isolation efficiency relative to linear isolators, have emerged as a focal point of research [1,2]. Within this class, quasi-zero stiffness (QZS) represents a typical nonlinear vibration isolation feature [2], capable of imparting high-static-low-dynamic-stiffness (HSLDS) properties and furnishing a range of anti-vibration structures such as beams [4,5], cam-roller [6,7], horizontal springs [8][9], and magnets [11][12][13]. Bio-inspired vibration isolators, on the other hand, draw inspiration from natural systems to create effective and efficient solutions for vibration control, including achieving QZS characteristics [14].…”
Section: Introductionmentioning
confidence: 99%
“…Huang et al 21,22 used two pairs of buckling beams as negative stiffness structures to improve the stability of the system. Chao et al 23 proposed a quasi‐zero‐stiffness isolator with a slender beam as a positive stiffness element. Kim et al 24 applied this QZS isolator to precision and ultra‐precision measurement systems.…”
Section: Introductionmentioning
confidence: 99%
“…The methods to achieve QZS characteristic has been a prominent research area among scholars. Most of them consist of positive stiffness unit in parallel with negative stiffness unit, such as: mechanical springs [4,5], pre-flexed beams [6,7], electromagnetic springs [8], bionic structures [9], geometric nonlinearities [10], composite structures [11], and the other types. Mechanical springs mechanism was the first proposed QZS structure.…”
Section: Introductionmentioning
confidence: 99%