Free vibration properties of novel sandwich plates with a layered and rotational core

IF 4.2 2区 工程技术 Q1 MECHANICS European Journal of Mechanics A-Solids Pub Date : 2025-05-01 Epub Date: 2025-01-25 DOI:10.1016/j.euromechsol.2025.105588
Youlong Wang , Yuxiang Cai , Kamal Hosen , Junwei Pan
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Abstract

The layered sandwich plate structure is widely used in various fields due to its lightweight and high-strength characteristics. To further enhance the functionality of these structures and expand their application areas, this study investigates the impact of an innovative method for adjusting the interlayer angle. This study adopts experimental analysis and numerical simulation methods, taking honeycomb core and grid core as examples, to explore the influence of interlayer angle on the first 9 natural frequencies and vibration modes of bilayer and tri-layer circular sandwich plates, and explain the mechanism of the influence of interlayer angle on the structural natural frequency through theoretical analysis. The results indicate that 1) at different angles, the natural frequencies of the same order vibration modes exhibit significant differences. For instance, in the case of the grid core, the minimum change rate of the natural frequency can exceed 10%, and the maximum can reach 16.68%; 2) compared to the unadjusted layered plates, which exhibit localized deformation in higher-order vibration modes, the stiffness distribution becomes more uniform after rotation, transforming the vibration modes into overall continuous deformations; 3) the proposed method allows for considerable changes in natural frequencies of various orders while maintaining stable structural mechanical properties without adding weight. This effectively avoids resonance with the working environment and promotes uniform stiffness distribution, making the structure suitable for use in more demanding stable environments.
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新型层状旋转芯芯夹层板的自由振动特性
层状夹层板结构以其轻量化、高强的特点被广泛应用于各个领域。为了进一步增强这些结构的功能,扩大其应用领域,本研究探讨了一种调整层间角度的创新方法的影响。本研究采用实验分析和数值模拟的方法,以蜂窝芯和网格芯为例,探讨层间角对双层和三层圆形夹层板前9阶固有频率和振动模态的影响,并通过理论分析解释层间角对结构固有频率的影响机理。结果表明:1)在不同角度下,同阶振型的固有频率存在显著差异;例如,在电网核心的情况下,固有频率的变化率最小可超过10%,最大可达到16.68%;2)相对于未调整的层状板在高阶振动模式下表现出局部变形,旋转后的刚度分布更加均匀,将振动模式转化为整体连续变形;3)提出的方法允许在不增加重量的情况下,在保持稳定的结构力学性能的同时,各阶的固有频率发生相当大的变化。这有效地避免了与工作环境的共振,促进了均匀的刚度分布,使结构适合在更苛刻的稳定环境中使用。
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来源期刊
CiteScore
7.00
自引率
7.30%
发文量
275
审稿时长
48 days
期刊介绍: The European Journal of Mechanics endash; A/Solids continues to publish articles in English in all areas of Solid Mechanics from the physical and mathematical basis to materials engineering, technological applications and methods of modern computational mechanics, both pure and applied research.
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