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A nonlinear spring mechanism incorporating a bistable composite plate for vibration isolation

机译:一种非线性弹簧机构,包含一个双稳态复合板,用于隔振

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摘要

The High Static Low Dynamic Stiffness (HSLDS) concept is a design strategy for a nonlinear anti-vibration mount that seeks to increase isolation by lowering the natural frequency of the mount whilst maintaining the same static load bearing capacity. It has previously been proposed that an HSLDS mount could be implemented by connecting linear springs in parallel with the transverse flexure of a composite bistable plate — a plate that has two stable shapes between which it may snap. Using a bistable plate in this way will lead to lightweight and efficient designs of HSLDS mounts. This paper experimentally demonstrates the feasibility of this idea. Firstly, the quasi-static force–displacement curve of a mounted bistable plate is determined experimentally. Then the dynamic response of a nonlinear mass–spring system incorporating this plate is measured. Excellent agreement is obtained when compared to theoretical predictions based on the measured force–displacement curve, and the system shows a greater isolation region and a lower peak response to base excitation than the equivalent linear system.
机译:高静态低动态刚度(HSLDS)概念是一种用于非线性抗振支架的设计策略,该支架试图通过降低支架的固有频率来增加隔离度,同时保持相同的静态承载能力。以前已经提出过,可以通过将线性弹簧与复合双稳态板的横向挠性平行地连接来实现HSLDS安装,该双稳态板具有两个稳定的形状,可以在两个形状之间卡紧。以这种方式使用双稳态板将导致​​HSLDS安装座的轻巧高效设计。本文通过实验证明了该想法的可行性。首先,通过实验确定已安装双稳态板的准静态力-位移曲线。然后,测量包含该板的非线性质量弹簧系统的动态响应。与基于测得的力-位移曲线的理论预测进行比较时,可以获得很好的一致性,并且与等效线性系统相比,该系统显示出更大的隔离区域和更低的对基本激励的峰值响应。

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