刚度
结构工程
隔振
振动
超材料
梁(结构)
顺应机制
有限元法
谐波平衡
非线性系统
材料科学
工程类
声学
物理
光电子学
量子力学
作者
Srajan Dalela,Balaji PS,D.P. Jena,Moussa Leblouba
标识
DOI:10.1177/10775463231198892
摘要
Quasi-zero-stiffness (QZS) isolators exhibit high-static and low-dynamic stiffness without sacrificing the load-bearing capacity and with the ability to shield the vibration in low-frequency ranges. Most of the current designs possess QZS property using a combination of positive stiffness element with negative stiffness element, increasing the complexity of the model. In the present research, a single-element mechanical metamaterial is tailored to obtain the QZS property. The building block consists of a single elastically-deformed beam, and the static results of the 3D-printed metastructure demonstrate QZS behavior. A mathematical model is developed for studying the nonlinear behavior of the proposed model, and the dynamic equation is solved using Harmonic-Balance method. Further, an experiment is performed to confirm the vibration isolation capability of the proposed model in low-frequency ranges. Stability analysis is performed mathematically using the perturbation analysis. The QZS mechanism obtained here solely depends on the flexible beam’s geometrical configuration, hence making the design strategy material independent.
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