Free vibration analysis of an O-pattern graphene reinforced axial functionally graded polymer matrix nano-composite non-uniform beam

Amit Kumar Gantayat, Mihir Kumar Sutar, Jyoti Ranjan Mohanty, Sarojrani Pattnaik
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Abstract

Recently, the demand for nanocomposites in the form of functionally graded materials (FGM) has increased because of their improved weight-to-stiffness ratios, less delamination effects, and ability to have desired qualities at the right location. Additionally, compared to typical composites, static qualities like strength and elasticity are superior. In this research work, a model for an axially graphene-reinforced functionally graded polymer matrix nanocomposite non-uniform beam is prepared, to obtain the dynamic behavior of the beam in form of its Natural Frequencies. Along the length of the beam, the graphene Nano reinforcement is dispersed in an epoxy polymer matrix as “O” pattern using a function. Material modulus at each location of the beam is modelled using Halpin-Tsai micromechanics theory, the mass density and Poisson’s Ratio of the beam are determined using rule of mixture. The geometry non-uniformity of the beam is modelled using an exponential function. Using MATLAB software code, simulation and parametric analysis of the beam are performed for various slenderness ratios and varied boundary conditions. The non-uniform beam result is obtained after the result for a uniform beam is used to validate it. In result it is analyzed that for the particular geometric and reinforcement configuration of the beam, as the non-uniformity in the beam geometry is increases, the fundamental frequency decreases, and the slenderness ratio has also the same effect on its fundamental frequency.
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O 型石墨烯增强轴向功能分级聚合物基纳米复合材料非均匀梁的自由振动分析
最近,对功能分级材料(FGM)形式的纳米复合材料的需求有所增加,因为它们的重量刚度比得到了改善,分层效应较小,并能在适当的位置获得所需的质量。此外,与典型的复合材料相比,其强度和弹性等静态质量也更胜一筹。在这项研究工作中,制备了轴向石墨烯增强功能分级聚合物基纳米复合材料非均匀梁的模型,以自然频率的形式获得梁的动态行为。沿着横梁的长度方向,石墨烯纳米增强材料以 "O "型分布在环氧聚合物基体中。横梁各处的材料模量采用 Halpin-Tsai 微机械理论建模,横梁的质量密度和泊松比采用混合法则确定。梁的几何不均匀性使用指数函数建模。使用 MATLAB 软件代码,对不同细长比和不同边界条件下的梁进行了模拟和参数分析。在对均匀梁的结果进行验证后,得到了非均匀梁的结果。结果分析表明,对于梁的特定几何形状和配筋配置,随着梁几何形状不均匀度的增加,基频会降低,而细长率对其基频也有同样的影响。
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