碳纤维复合材料双箭头波纹拉胀结构的振动行为及减振性能

Vibration behavior and damping performance of carbon fiber composite double-arrow corrugated auxetic structures

  • 摘要: 复合材料负泊松比结构具有优异的力学性能,近年来受到了国内外学者的广泛关注。运用模压成型工艺和热压罐工艺制备了梯形和正弦形二维双箭头碳纤维增强复合材料多孔拉胀夹芯结构,使用振动台装置对结构进行扫频试验,获得了结构的振动频响曲线。建立了结构的三维有限元模型,并与试验结果对比,验证了仿真模型的准确性。基于此,系统研究了单胞厚度、角度、拓扑构型和厚度梯度等参数对结构的振动特性及减振性能的影响。结果表明,随着芯子单胞厚度和角度的增加,结构的固有频率上升,加速度响应峰值下降,结构的减振性能提高。相比于正弦形结构,梯形结构通常具有更高的固有频率和更好的减振性能。相比其他均匀和梯度结构,渐弱结构具有较好的减振性能。

     

    Abstract: Composite materials with negative Poisson's ratio have received extensive attention in recent years due to their excellent mechanical properties. The trapezoidal and sinusoidal two-dimensional double arrow carbon fiber composite sandwich structures were fabricated by molding and autoclave process. The vibration frequency response curves of the structures were obtained by frequency sweep test with shaking table. The three-dimensional finite element model of the structure was established and compared with the experimental results to verify the accuracy of the simulation model. Based on this, the effects of cell thickness, angle, topological configuration and thickness gradient on the vibration characteristics and damping performance of the structure were systematically studied. The results show that with the increase of the thickness and angle of the core cell, the natural frequency of the structure increases, the peak value of the acceleration response decreases, and the damping performance of the structure improves. Compared with the sinusoidal structure, the trapezoidal structure usually has higher natural frequency and better damping performance. Compared with other uniform and gradient structures, the weakening structure has better damping performance.

     

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