带中轴效应的弹性基体中受约束 FG 纳米梁的稳定性分析

Ömer Civalek, Büşra Uzun, Mustafa Özgür Yaylı
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引用次数: 0

摘要

在这项研究中,首次提出了由功能梯度材料制成的任意约束非局部应变梯度纳米梁的一般特征值解,以解决温克勒地基效应对稳定性的影响。在公式中考虑了纳米梁两端的弹性弹簧,这在大多数研究中都没有考虑过。为了分析变形边界条件,利用傅里叶正弦级数和斯托克斯变换,以无穷幂级数推导出线性方程组。高阶力边界条件用于获得系数矩阵,其中包括不同的端部条件、幂律指数、弹性介质和小尺度参数。对与非局部应变梯度理论相关的一个具有技术意义的一般特征值问题进行了数学评估和详细介绍。通过参数化结果,研究了材料长度尺度参数、温克勒刚度、幂律指数、非局部参数和两端弹性弹簧的影响。此外,还研究了从非局部应变梯度理论简化而来的其他高阶弹性理论的影响,并给出了一些基准结果。
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On the stability analysis of a restrained FG nanobeam in an elastic matrix with neutral axis effects
In this work, a general eigenvalue solution of an arbitrarily constrained nonlocal strain gradient nanobeam made of functionally graded material is presented for the first time for the stability response by the effect of the Winkler foundation. Elastic springs at the ends of the nanobeam are considered in the formulation, which have not been considered in most studies. In order to analyze deformable boundary conditions, linear equation systems are derived in terms of infinite power series by using the Fourier sine series together with the Stokes’ transform. The higher-order force boundary conditions are used to obtain a coefficient matrix including different end conditions, power-law index, elastic medium, and small-scale parameters. A general eigenvalue problem of technical interest, associated with nonlocal strain gradient theory, is mathematically evaluated and presented in detail. Parametric results are obtained to investigate the effects of material length scale parameter, Winkler stiffness, power-law index, nonlocal parameter, and elastic springs at the ends. In addition, the effects of the other higher-order elasticity theories simplified from nonlocal strain gradient theory are also investigated and some benchmark results are presented.
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