基于零空间法的超材料板的带隙特性分析OA
Analysis of Band Gap Characteristics of Metamaterial Plates Based on Null Space Method
由于轨道交通结构振动对安全与环境具有重要影响,为有效控制板状结构的振动,文章利用振幅增强装置能够等效增加吸振器的刚度和质量的特性,在板上周期布设振幅增强型吸振器.基于零空间法和能量法,文章提出了一种改进带隙计算方法,克服了在周期边界条件下形函数构造困难的问题,显著提高了计算效率;利用该方法,研究了周期布设振幅增强型的带隙特性,分析了带隙起止点的振型规律,并探讨了振幅增强装置的放大系数和质量比对带隙的影响.此外,对比分析了铺设振幅增强型吸振器与普通吸振器的周期性板状结构振动传递率.结果表明:选择合适的放大系数和质量比能够有效增强装置的低频减振效果;振幅增强型吸振器具有提高衰减量和拓宽衰减范围的作用,对周期性布设板状结构特定频率的振动控制效果显著.研究结果可为轨道交通领域的减振降噪提供理论依据.
Because the structural vibration in rail transit has a deep impact on safety and environment,in order to control the vibration of the plate structure,the amplitude-enhanced device can be used to increase the stiffness and mass of the vibration absorber,and the amplitude-enhanced vibration absorber is periodically arranged on the plate.Based on the null space method and the energy method,a new band gap calculation method is improved,which overcomes the difficulty of constructing the shape function under the periodic boundary condition,and greatly improves the calculation efficiency.Using this method,the band gap characteristics of a plate with periodi-cally attached AMVAS are studied.The vibration mode law of the starting and ending points of the band gap are studied,and the influence of the amplification coefficient and mass ratio of the amplitude enhancement device on the band gap is discussed.In addition,the vibration transmissibility of periodic plate structures with amplitude-en-hanced vibration absorbers and ordinary vibration absorbers is compared and analyzed.The results show that the appropriate amplification factor and mass ratio can effectively enhance the low frequency vibration reduction ef-fect of the device.The amplitude enhanced vibration absorber has the effect of increasing the attenuation amount and broadening the attenuation range,and has a significant effect on the vibration control of the specific frequency of the periodically arranged plate structure.The research results can provide theoretical basis for vibration and noise reduction in the field of rail transit.
郭赛扬;颜建伟;洪显;郭文杰
华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013||华东交通大学交通运输工程学院,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013||华东交通大学交通运输工程学院,江西 南昌 330013
交通工程
带隙振幅增强机制零空间技术能量法
band gapamplitude magnification mechanismnull space technologyenergy method
《华东交通大学学报》 2026 (1)
12-19,8
国家自然科学基金面上项目(12072112)江西省自然科学基金面上项目(20224BAB204069)江西省教育厅科技项目(GJJ2200629)
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