双频径向均布激励下固定拱面内同步共振失稳行为

IF 2.8 3区 工程技术 Q2 MECHANICS
Fulin Shen , Zilin Zhong , Xiaobin Xu , Jianhua Li , Qinxi Dong , Jian Deng
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引用次数: 0

摘要

本文对双频径向均匀分布激励下固定拱的面内同步共振失稳行为进行了理论和数值研究。一个有趣的和以前被忽视的现象,同时共振不稳定的固定拱已经确定-具体地说,超谐波共振和组合次谐波共振共存。利用哈密顿原理推导出平面内运动控制方程,并应用伽辽金方法解耦。采用多尺度法,确定了不同幅值下的边界激励频率,建立了拱的动力失稳区,区分了拱的稳定区和不稳定区。利用有限元法和四阶龙格-库塔技术进一步验证了这些发现。该研究揭示了一个有趣的现象,即当两个激励频率之和接近拱的两倍固有频率时,二阶超谐波共振和1/二阶组合次谐波共振同时出现,其中一个约为固有频率的一半。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
In-plane simultaneous resonance instability behaviors of a fixed arch under a two-frequency radial uniformly distributed excitation
This paper delves into a theoretical and numerical exploration of the in-plane simultaneous resonance instability behaviors exhibited by a fixed arch subjected to a two-frequency radial uniformly distributed excitation. An intriguing and previously overlooked phenomenon of simultaneous resonance instability in fixed arches has been identified—specifically, the coexistence of superharmonic resonance and combination subharmonic resonance. The in-plane governing equation of motion was derived using Hamilton's principle and subsequently decoupled through the application of the Galerkin method. Employing the method of multiple scales, boundary excitation frequencies at varying amplitudes were determined, establishing dynamic instability zones and distinguishing between stable and unstable regions of the arch. These findings were further validated using both the finite element method and the fourth-order Runge-Kutta technique. The investigation brought to light a fascinating phenomenon wherein the concurrent manifestation of both 2-order superharmonic resonance and 1/2-order combination subharmonic resonance occurs when the sum of two excitation frequencies approaches twice the natural frequency of the arch, with one of them being approximately half of the natural frequency.
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来源期刊
CiteScore
5.50
自引率
9.40%
发文量
192
审稿时长
67 days
期刊介绍: The International Journal of Non-Linear Mechanics provides a specific medium for dissemination of high-quality research results in the various areas of theoretical, applied, and experimental mechanics of solids, fluids, structures, and systems where the phenomena are inherently non-linear. The journal brings together original results in non-linear problems in elasticity, plasticity, dynamics, vibrations, wave-propagation, rheology, fluid-structure interaction systems, stability, biomechanics, micro- and nano-structures, materials, metamaterials, and in other diverse areas. Papers may be analytical, computational or experimental in nature. Treatments of non-linear differential equations wherein solutions and properties of solutions are emphasized but physical aspects are not adequately relevant, will not be considered for possible publication. Both deterministic and stochastic approaches are fostered. Contributions pertaining to both established and emerging fields are encouraged.
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