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Parametric instability regions of three-layered soft-cored sandwich beam using higher-order theory

机译:三层软芯夹芯梁参数不稳定性区域的高阶理论

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The purpose of the present work is to study the parametric instability of a three-layered, soft-cored, symmetric sandwich beam subjected to a periodic axial load. Due to soft core, the displacements of the top and bottom skins are different and hence, instead of using the classical theory a higher-order theory is used. Using extended Hamilton's principle and taking beam theory for the skins and a two-dimensional theory for the core, the governing equations of motion and boundary conditions are derived. A generalized Galerkin's method is used to reduce the equations of motion to a set of nondimensional coupled Mathieu-Hill's equations with complex coefficients. The parametric instability regions for simple and combination resonances are investigated for simply supported, clamped-guided, clamped-free riveted and clamped-free end conditions by modified Hsu's method. The influences of shear parameter; the core loss-factor and the ratio of core thickness to skin thickness on the zones of instability have been studied. This general analysis can be applied to sandwich beams with a flexible core and any type of construction. The results are compared with those reported for classical theories. (C) 2007 Elsevier Ltd. All rights reserved.
机译:本工作的目的是研究承受周期性轴向载荷的三层,软芯,对称夹心梁的参数不稳定性。由于是软核,顶表皮和底表皮的位移是不同的,因此,不是使用经典理论,而是使用了高阶理论。利用扩展的汉密尔顿原理,以蒙皮理论为基础,以二维理论为核心,推导了运动和边界条件的控制方程。使用广义Galerkin方法将运动方程简化为一组具有复数系数的无量纲耦合Mathieu-Hill方程。通过修改的Hsu方法研究了简单支撑,夹紧引导,无夹紧铆接和无夹紧端部条件下的简单共振和组合共振的参数不稳定性区域。剪切参数的影响;研究了失稳区的岩心损耗因子和岩心厚度与表皮厚度之比。此一般分析可应用于具有柔性芯和任何类型结构的夹层梁。将结果与经典理论报告的结果进行比较。 (C)2007 Elsevier Ltd.保留所有权利。

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