Gradient elasticity solutions of 2D nano-beams

IF 2.2 Q2 ENGINEERING, MULTIDISCIPLINARY Applications in engineering science Pub Date : 2023-09-01 DOI:10.1016/j.apples.2023.100140
Teoman Özer
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Abstract

In this study, the exact analytical solutions of a two-dimensional linear homogeneous isotropic nano-beam in gradient elasticity are studied. Four different types of two-dimensional cantilever beams and related boundary conditions are considered. The cases are a cantilever beam under a concentrated force at the end, a cantilever beam under a uniform load, a propped cantilever beam under a uniform load, and a fixed-end beam under a uniform load. The two-dimensional stress gradient fields are investigated and obtained from the analytical solutions of a linear second-order partial differential equation written in terms of the classical and the gradient Airy stress functions. Additionally, the micro-size effects in the displacement components for different loads and support conditions for the two-dimensional cantilever beams by using strain gradient elasticity theory are investigated. Furthermore, for one-dimensional Euler–Bernoulli beam model, the associated stress and strain elasticity solutions are obtained from two-dimensional analytical solutions. The graphical presentations of the exact closed-form solutions are provided and discussed.

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二维纳米梁的梯度弹性解
本文研究了二维线性均匀各向同性纳米梁在梯度弹性中的精确解析解。考虑了四种不同类型的二维悬臂梁及其相关的边界条件。这种情况是端部集中力作用下的悬臂梁、均匀荷载作用下的悬臂梁、均匀载荷作用下的支撑悬臂梁和均匀荷载作用上的固定端梁。研究了二维应力梯度场,并从一个线性二阶偏微分方程的解析解中获得,该方程是用经典和梯度Airy应力函数写成的。此外,利用应变梯度弹性理论研究了二维悬臂梁在不同荷载和支撑条件下位移分量的微观尺寸效应。此外,对于一维Euler–Bernoulli梁模型,从二维解析解中获得了相关的应力和应变弹性解。提供并讨论了精确闭式解的图形表示。
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来源期刊
Applications in engineering science
Applications in engineering science Mechanical Engineering
CiteScore
3.60
自引率
0.00%
发文量
0
审稿时长
68 days
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