Stiffening of higher modes in doubly-clamped beam resonators depending on ground state amplitude

Martin Putnik, Stefano Cardanobile, C. Hoppner, J. Mehner
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引用次数: 5

Abstract

Doubly-clamped beams offer an ideal structure for studying nonlinear mechanical coupling between different vibrational modes. Until now, there is lack of experimental data concerning the stiffening of higher modes induced by the ground mode. In this paper, we construct virtual experimental data for the nonlinear mechanical coupling of in- and out-of-plane modes of a doubly-clamped beam resonator using full transient FEM simulations. We find a very good agreement of the simulation results with a formula derived for in-plane modes by Owers-Bradley, Lulla et al. Finally, we generalize the formula to include out-of-plane modes, and show that also this case can be correctly described.
双箝位光束谐振器中随基态振幅的高模强化
双夹紧梁是研究不同振型间非线性力学耦合的理想结构。到目前为止,关于地基模态引起的高阶模态加筋的实验数据还很缺乏。本文采用全瞬态有限元模拟方法,建立了双钳位梁谐振器面内外模非线性力学耦合的虚拟实验数据。我们发现仿真结果与Owers-Bradley、Lulla等人推导的平面内模态公式非常吻合。最后,我们将公式推广到包括面外模态,并证明了这种情况也是可以正确描述的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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