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Vibration analysis of a multi-layer beam containing magnetorheological fluid

机译:包含磁流变流体的多层梁的振动分析

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Magnetorheological (MR) materials exhibit rapid variations in their rheological properties when subjected to varying magnetic field and thus offer superior potential for applications in smart structures requiring high bandwidth. MR sandwich structures can apply distributed control force to yield variations in stiffness and damping properties of the structure in response to the intensity of the applied magnetic field and could thus provide vibration suppression over a broad range of external excitation frequencies. This study investigates the properties of a multi-layered beam with MR fluid as a sandwich layer between the two layers of the continuous elastic structure. The governing equations of a multi-layer MR beam are formulated in the finite element form and using the Ritz method. A free oscillation experiment is performed to estimate the relationship between the magnetic field and the complex shear modulus of the MR materials in the pre-yield regime. The validity of the finite element and Ritz formulations developed is examined by comparing the results from the two models with those from the experimental investigation. Various parametric studies have been performed in terms of variations of the natural frequencies and loss factor as functions of the applied magnetic field and thickness of the MR fluid layer for various boundary conditions. The forced vibration responses of the MR sandwich beam are also evaluated under harmonic force excitation. The results illustrate that the natural frequencies could be increased by increasing the magnetic field while the magnitudes of the peak deflections could be considerably decreased, which demonstrates the vibration suppression capability of the MR sandwich beam.
机译:磁流变(MR)材料在经受变化的磁场时会表现出流变特性的快速变化,因此为需要高带宽的智能结构提供了广阔的应用潜力。 MR夹层结构可以响应于所施加的磁场强度而施加分布的控制力,以使结构的刚度和阻尼特性发生变化,从而可以在宽范围的外部激励频率范围内提供振动抑制。这项研究研究了以MR流体作为连续弹性结构的两层之间的夹层的多层梁的特性。多层MR束的控制方程以有限元形式并使用Ritz方法表示。进行自由振荡实验以估计在预屈服状态下磁场与MR材料的复数剪切模量之间的关系。通过比较两个模型的结果与实验研究的结果,检验了开发的有限元和Ritz公式的有效性。对于各种边界条件,已经根据固有频率和损耗因数随所施加磁场和MR流体层厚度变化的函数进行了各种参数研究。在谐波激励下,还可以评估MR夹层梁的强制振动响应。结果表明,可以通过增加磁场来增加固有频率,而可以显着减小峰值偏转的幅度,这表明了MR夹层梁的振动抑制能力。

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