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Invariant Characteristics of Forced Oscillations of Beams with Longitudinal Compression

机译:具有纵向压缩梁强制振动的不变特性

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Oscillations of an elastic beam with longitudinal compressions are investigated. The beam consists of two steel strips connected at the free ends. The compression is caused by tensioned thread. The oscillations are excited by the action of an alternating magnetic field on a magnet mounted at the end of the beam. The law of motion under changes of the frequency of harmonic action is registered. As a result of a full-scale experiment, a large set of data has been obtained. This set contains ordered periodic oscillations as well as disordered oscillations specific to dynamic systems with chaotic behavior. To study the invariant numerical characteristics of the attractor of the corresponding dynamic system, the correlation integral and correlation dimensionality as well as β-statentropy are calculated. A large numerical experiment showed that the calculation of β-statentropy is preferable compared with calculation of the correlation index. Based on the developed algorithms, the dependence of β-statentropy on the frequency of external action is constructed. The constructed dependence can serve as an effective tool to measure the adequacy of the mathematical model of forced oscillations of a beam with loss of stability.
机译:研究了具有纵向压缩的弹性梁的振动。梁由两个在自由端连接的两个钢带组成。压缩是由张紧线程引起的。通过在安装在光束末端的磁体上的交替磁场上的动作激发振荡。注册了谐波作用频率变化下的运动规律。由于全规模实验,已经获得了大量数据。该集合包含有序的周期性振荡以及特定于具有混沌行为的动态系统的无序振荡。为了研究相应动态系统的吸引子的不变数值特征,计算相关积分和相关维度以及β-规范。大型数值实验表明,与相关指数的计算相比,β-抑制的计算是优选的。基于发达的算法,构建了β-规范基于外部作用频率的依赖性。构造的依赖可以用作测量光束的强制振荡的数学模型的有效工具,其具有稳定性的损失。

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