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Analysis of Shearing Viscoelastic Beam under Moving Load

机译:移动荷载作用下的剪切粘弹性梁分析

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In this paper the dynamic behavior of a viscoelastic beam subjected to a moving distributed load has been studied analytically. The viscoelastic properties of the beam have been considered as the linear standard model in shear and incompressible in bulk. The stress components have been separated to the shear and dilatation components then, the governing equation in viscoelastic form has been obtained with direct method and it has been solved with the eigenfunction expansion method. Using the obtained dimensionless coefficients from the governing equation, an analytical procedure has been presented and by parametric studies the effects of the load properties and viscoelastic materials on the amplitude and frequency of the response have been investigated. Such results can present an idea for selecting some parameters in engineering design.
机译:本文分析了粘弹性梁在移动分布载荷作用下的动力学行为。梁的粘弹性已被认为是剪切和不可压缩的线性标准模型。将应力分量分离为剪切分量和扩张分量,然后用直接方法获得粘弹性形式的控制方程,并用特征函数展开法求解。利用从控制方程中获得的无量纲系数,提出了一种分析程序,并通过参数研究研究了载荷特性和粘弹性材料对响应幅度和频率的影响。这样的结果可以为在工程设计中选择一些参数提供一个思路。

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