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Bi-directional functionally graded materials (BDFGMs) for free and forced vibration of Timoshenko beams with various boundary conditions

机译:双向功能梯度材料(BDFGM),用于在各种边界条件下Timoshenko梁的自由和强制振动

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This paper investigates free and forced vibration of bi-directional functionally graded (BDFG) Timoshenko beam under the action of a moving load. The material properties of the beam vary exponentially in both axial and thickness directions. The equations of motion are derived by means of Lagrange equations based on Timoshenko beam theory (TBT) as well as Euler Bernoulli beam (EBBT) theory. In order to obtain free and forced vibration responses, the trial functions for axial, transverse deflections and rotation of the cross-sections are expressed in polynomial forms. Various boundary conditions considered in the study are satisfied by adding auxiliary functions to the displacement functions. The resulting time-dependent equations of motion are solved with the help of the implicit time integration Newmark-beta method. At the same time, free vibration frequencies are presented. Some numerical results are provided in tabular form and in figures to examine the effects of the material gradation, moving load velocity, aspect ratio and different boundary conditions on the dynamic responses of BDFG beam. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文研究了双向功能梯度(BDFG)Timoshenko梁在移动载荷作用下的自由振动和强迫振动。梁的材料特性在轴向和厚度方向上均呈指数变化。运动方程是根据基于Timoshenko束理论(TBT)和Euler Bernoulli束(EBBT)理论的拉格朗日方程推导出来的。为了获得自由振动和强迫振动响应,轴向,横向挠度和横截面旋转的试验函数以多项式形式表示。通过将辅助函数添加到位移函数中,可以满足研究中考虑的各种边界条件。借助于隐式时间积分Newmark-beta方法,可以解决由此产生的与时间有关的运动方程。同时,给出了自由振动频率。以表格形式和数字形式提供了一些数值结果,以检查材料梯度,移动载荷速度,长宽比和不同边界条件对BDFG梁动力响应的影响。 (C)2015 Elsevier Ltd.保留所有权利。

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