Free vibration and buckling analysis of FG graphene origami-enabled auxetic metamaterial beams in a thermal environment

IF 2.3 3区 工程技术 Q2 MECHANICS
Xiang-Yu Gao, Zhuang-Zhuang Wang, Lian-Sheng Ma
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引用次数: 0

Abstract

Functionally graded (FG) graphene origami (GOri)-enabled auxetic metamaterials (FG-GOEAM) have received much attention due to their excellent mechanical properties. In this study, the buckling and free vibration behaviours of FG-GOEAM beams supported by elastic foundations in a thermal environment are investigated. Three temperature distributions were considered: uniform temperature profile (UTP), linear temperature profile (LTP), and sinusoidal temperature profile (STP). By assuming that the temperature at the geometrical neutral planes of any layer in an FG-GOEAM beam represents the temperature of the entire layer, this study determines the correction function for the material parameters associated with FG-GOEAM beams under LTP and STP. Mechanical response analysis of FG-GOEAM beams under LTP and STP was not reported. The effect of the thermal environment is described in the form of thermal strain energy. The control equations were derived based on refined beam theory (RBT) and Lagrange equations. Numerical results were obtained using the Chebyshev-Ritz method. The accuracy of the study in this paper was verified by comparing the results with the existing literature. It should be noted that bifurcation buckling does not occur for FG-GOEAM beams that exhibit asymmetric material distribution and temperature profiles in the thickness direction. Therefore, these asymmetric distributions are not considered in the buckling analysis. Emphasis was placed on the effects of temperature profiles, weight fraction, and degree of folding of Gori on the buckling and vibrational behaviour of FG-GOEAM beams under various boundary conditions. These numerical results provide important insights for the further design and development of FG-GOEAM beams.

热环境下FG石墨烯折纸辅助超材料梁的自由振动和屈曲分析
功能梯度石墨烯折纸材料(FG- goeam)因其优异的力学性能而备受关注。本文研究了热环境下弹性地基支撑的FG-GOEAM梁的屈曲和自由振动特性。考虑了三种温度分布:均匀温度分布(UTP),线性温度分布(LTP)和正弦温度分布(STP)。假设FG-GOEAM梁中任一层的几何中性面温度代表整个层的温度,确定了LTP和STP下FG-GOEAM梁相关材料参数的修正函数。FG-GOEAM梁在LTP和STP作用下的力学响应分析未见报道。热环境的影响以热应变能的形式描述。基于精细化梁理论和拉格朗日方程推导了控制方程。采用切比舍夫-里兹方法得到了数值结果。通过与已有文献的对比,验证了本文研究的准确性。值得注意的是,在厚度方向上材料分布和温度分布不对称的FG-GOEAM梁不会发生分岔屈曲。因此,在屈曲分析中不考虑这些不对称分布。重点研究了温度分布、质量分数和Gori折叠程度对FG-GOEAM梁在不同边界条件下的屈曲和振动行为的影响。这些数值结果为FG-GOEAM梁的进一步设计和开发提供了重要的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Acta Mechanica
Acta Mechanica 物理-力学
CiteScore
4.30
自引率
14.80%
发文量
292
审稿时长
6.9 months
期刊介绍: Since 1965, the international journal Acta Mechanica has been among the leading journals in the field of theoretical and applied mechanics. In addition to the classical fields such as elasticity, plasticity, vibrations, rigid body dynamics, hydrodynamics, and gasdynamics, it also gives special attention to recently developed areas such as non-Newtonian fluid dynamics, micro/nano mechanics, smart materials and structures, and issues at the interface of mechanics and materials. The journal further publishes papers in such related fields as rheology, thermodynamics, and electromagnetic interactions with fluids and solids. In addition, articles in applied mathematics dealing with significant mechanics problems are also welcome.
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