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局域共振带隙和Bragg带隙可同时存在于超材料梁中, 利用两种带隙之间的相互耦合效应可以实现超宽耦合带隙设计, 在宽带减振领域极具应用潜力. 以往研究通常考虑单振子超材料梁的单阶耦合带隙设计, 因而只能实现单阶的超宽耦合带隙, 无法满足双目标或多目标频带的宽带减振需求. 为此, 本文开展了双振子超材料梁的双阶耦合带隙调控设计研究, 提出了一种实现双阶耦合宽带隙的设计方法, 分析了所设计双阶耦合带隙相比传统单阶耦合带隙的带宽优势, 并探究了双振子质量分配比对双阶耦合带隙总宽度的影响, 进一步设计出最优的质量分配比, 使得实现的双阶耦合带隙的总宽度最宽. 此外, 还采用谱元法研究了基于双阶耦合带隙设计的双振子超材料梁的减振特性, 通过与有限元法进行对比, 验证了谱元法的准确性, 研究表明基于双阶耦合带隙设计可以实现两个宽频带范围的高效减振.
Local-resonance bandgap and Bragg bandgap can coexist in a metamaterial beam, and their coupling effect can be used to realize ultra-wide bandgap, which has great potential applications in the field of wide-band vibration reduction. Previous studies usually considered the single-order coupling between the local-resonance bandgap and Bragg bandgap in metamaterial beams with a single array of local resonators, which can only achieve the single-order ultra-wide coupling bandgap and cannot meet the wide-band vibration reduction requirements of double/multiple target frequency bands. In this paper, metamaterial beams with double arrays of local resonators are considered, and the regulation design and analysis of double-order coupling of local-resonance and Bragg bandgaps are carried out based on an analytical model of bending wave dispersion relation. Moreover, the vibration reduction characteristics of the double-frequency-resonator metamaterial beams with double-order coupling bandgaps are studied by using spectral element method and the finite element method. The main conclusions are as follows. 1) A design method is proposed for realizing double-order coupling wide bandgap in a metamaterial beam with double arrays of local resonators. By using this method, the resonance frequencies of the local resonators can be quickly designed on conditions that host beam parameters, lattice constant and added mass ratio of the local resonators are given. 2) The double-order coupling bandgaps in a metamaterial beam carrying double arrays of local resonators are compared with the single-order coupling bandgaps in metamaterial beams with a single array of local resonators. It is found that through proper design, the total normalized width of the double-order coupling bandgap can be much broader than that of the single-order coupling bandgap, so the double-order coupling bandgap is more beneficial to wide-band vibration reduction. 3) It is found that for a given total added mass ratio of the double arrays of local resonators, it is necessary to optimize the mass distribution ratio of the double resonators to maximize the total normalized width of double-order coupling bandgap. An approximate formula for designing the optimal mass distribution ratio of the double resonators is further established. 4) The spectral element method is used to study the vibration reduction characteristics of the metamaterial beams carrying double arrays of local resonators designed based on double-order bandgap coupling. The accuracy of the spectral element method is verified by comparing with the finite element method. The results show that significant vibration reduction can be achieved in two wide frequency bands corresponding to the double-order coupling bandgaps. The influences of number of unit cells and resonator damping on the vibration reduction characteristics of the metamaterial beam are further analyzed. It is shown that the increase of number of unit cells can enhance the vibration reduction performance in the bandgap, and the increase of resonator damping can effectively broaden the vibration reduction frequency band. [1] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11] [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] [22] [23] -
密度
ρ/(kg·m–3)杨氏模量
E/Pa宽
b/mm厚
h/mm晶格常
数a/mm2700 7×1010 20 4 200 耦合带隙
设计情形单阶耦合
带隙(n= 1)单阶耦合
带隙(n=2 )双阶耦合
带隙第1带隙
边界频率f1,1/Hz 108.300 130.190 120.970 f1,2/Hz 226.531 230.890 229.121 第2带隙
边界频率f2,1/Hz 230.881 542.630 231.051 f2,2/Hz 355.171 923.548 265.621 第3带隙
边界频率f3,1/Hz 922.821 924.158 595.631 f3,2/Hz 955.951 1341.580 923.168 第4带隙
边界频率f4,1/Hz — — 923.848 f4,2/Hz — — 1288.140 带隙
总宽度$\sum G$ 1.1656 1.4458 1.5177 h/mm a/m γ1 γ2 fr,1/Hz fr,2/Hz 原始基体梁 4 0.2 0.625 0.375 196.48 726.48 新基体梁 36 0.6 0.625 0.375 196.48 726.48 γ1 γ2 fr,1/Hz fr,2/Hz 0.625 0.375 196.48 726.48 附加质量比γ 共振频率fr/Hz 单振子1 1 169.46 单振子2 1 576.66 密度ρ/(kg·m–3) 杨氏模量E/Pa 泊松比 损耗因子 橡胶 1300 2×106 0.49 0.05 铜 8960 110×109 0.35 0.05 b/mm w1/mm h1/mm w2/mm h2/mm fr/Hz 振子1 20 4 5.5 10 15.1 196.08 振子2 20 7.2 2.5 10 9 726.89 -
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10] [11] [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] [22] [23]
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