论文标题

在合并的机械和磁性载荷下弯曲双束

Snap buckling of bistable beams under combined mechanical and magnetic loading

论文作者

Abbasi, Arefeh, Sano, Tomohiko G., Yan, Dong, Reis, Pedro M.

论文摘要

我们研究了Bistable,硬磁性,弹性梁的力学,结合了实验,有限元建模(FEM)和降低阶的理论。该光束由硬磁性弹性弹性体制成,包括两个沿着中心线的反平行磁化的段,并通过施加端到端缩短来设置为可弯曲的弯曲构型。在这两个稳定状态之间可以使用可逆折断。首先,我们在不同级别的端到端缩短水平下,实验表征了捕捉发作的临界场强度。其次,我们使用RIKS方法执行3D FEM模拟,以分析捕捉期间的高阶变形模式。第三,我们开发了一个基于中心线的横梁理论,以合理化观察到的磁弹性响应。与实验的理论和模拟具有出色的定量一致性。最后,我们考虑了磁性和机械指示载荷的结合情况,研究了应用场如何影响双重性和量化最大承重能力。我们的工作提供了一组预测工具,用于一维,可振动的磁弹性结构元素的合理设计。

We investigate the mechanics of bistable, hard-magnetic, elastic beams, combining experiments, finite element modeling (FEM), and a reduced-order theory. The beam is made of a hard magneto-rheological elastomer, comprising two segments with antiparallel magnetization along the centerline, and is set into a bistable curved configuration by imposing an end-to-end shortening. Reversible snapping is possible between these two stable states. First, we experimentally characterize the critical field strength for the onset of snapping, at different levels of end-to-end shortening. Second, we perform 3D FEM simulations using the Riks method to analyze high-order deformation modes during snapping. Third, we develop a reduced-order centerline-based beam theory to rationalize the observed magneto-elastic response. The theory and simulations are validated against experiments, with an excellent quantitative agreement. Finally, we consider the case of combined magnetic and mechanical-indentation loading, examining how the applied field affects the bistability and quantifying the maximum load-bearing capacity. Our work provides a set of predictive tools for the rational design of one-dimensional, bistable, magneto-elastic structural elements.

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