Applied Mathematics and Mechanics · 2024 · 32 citations · 51 references
EngineeringMechanical EngineeringFinite Element AnalysisStructural EngineeringVibrationFinite Element DynamicsStructural Finite Element AnalysisStructural OptimizationStructural VibrationVibration AnalysisVibration IsolationFrequency-dependent IsolationLow-frequency Vibration IsolationMulti-degree-of-freedom IsolationStiffnessStructural Vibration IsolationUnit Cell GeometryVibration Isolation DesignVibration Performance
Abstract An easily stackable multi-layer quasi-zero-stiffness (ML-QZS) meta-structure is proposed to achieve highly efficient vibration isolation performance at low frequency. First, the distributed shape optimization method is used to design the unit cel, i.e., the single-layer QZS (SL-QZS) meta-structure. Second, the stiffness feature of the unit cell is investigated and verified through static experiments. Third, the unit cells are stacked one by one along the direction of vibration isolation, and thus the ML-QZS meta-structure is constructed. Fourth, the dynamic modeling of the ML-QZS vibration isolation meta-structure is conducted, and the dynamic responses are obtained from the equations of motion, and verified by finite element (FE) simulations. Finally, a prototype of the ML-QZS vibration isolation meta-structure is fabricated by additive manufacturing, and the vibration isolation performance is evaluated experimentally. The results show that the vibration isolation performance substantially enhances when the number of unit cells increases. More importantly, the ML-QZS meta-structure can be easily extended in the direction of vibration isolation when the unit cells are properly stacked. Hence, the ML-FQZS vibration isolation meta-structure should be a fascinating solution for highly efficient vibration isolation performance at low frequency.
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Vibration problems in engineering
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