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Vibration analysis of sandwich beam with nanocomposite facesheets considering structural damping effects

机译:考虑结构阻尼效应的纳米复合面板夹层梁的振动分析

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In this paper, free vibration of sandwich beam with flexible core resting on orthotropic Pastemak is investigated. The top and bottom layers are reinforced by carbon nanotubes (CNTs). This sandwich structural is modeled by Euler and Frostig theories. The effect of agglomeration using Mori-Tanaka model is considered. The Eringen's theory is applied for size effect. The structural damping is investigated by Kelvin-voigt model. The motion equations are calculated by Hamilton's principle and energy method. Using analytical method, the frequency of the structure is obtained. The effect of agglomeration and CNTs volume percent for different parameter such as damping of structure, thickens and spring constant of elastic medium are presented on the frequency of the composite structure. Results show that with increasing CNTs agglomeration, frequency is decreased.
机译:在本文中,研究了夹层梁与柔性芯依赖于正交脊椎动物的自由振动。 顶部和底层由碳纳米管(CNT)加固。 这种夹层结构由欧拉和漂流理论建模。 考虑了使用Mori-Tanaka模型的聚集的影响。 eringen的理论适用于尺寸效应。 通过Kelvin-Voigt模型研究了结构阻尼。 运动方程由Hamilton的原理和能量方法计算。 使用分析方法,获得结构的频率。 在复合结构的频率上呈现了不同参数的凝聚和CNTs体积%,例如阻尼的结构,增厚和弹簧常数,呈现在复合结构的频率上。 结果表明,随着CNT集聚的增加,频率降低。

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