Size-Dependent elastic response in functionally graded microbeams considering generalized first strain gradient elasticity

IF 0.8
Sai Sidhardh, M. Ray
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引用次数: 4

Abstract

In this article, the size-dependent mechanical response of an isotropic functionally graded (FG) microbeam has been investigated. The size-effects over the elastic response have been modeled by the Mindlin–Toupin strain gradient theory, with the coefficients evaluated from the generalized first strain gradient theory of elasticity. In order to facilitate the derivation of the exact solutions to the governing differential equations of equilibrium, an exponentially graded FG beam is chosen. These exact solutions are derived for a simply supported beam subjected to a sinusoidally distributed mechanical load. Following this, an element-free Galerkin (EFG) model involving moving least squares interpolations across the domain is also developed here. The EFG model is validated with the exact solutions for the exponentially graded beam. Finally, the EFG model is extended to the more general case of a power law-graded beam. The mechanical responses for the power law-graded beams under various loading and boundary conditions are presented here. These results may serve as benchmark for further studies over size-effects in FG beams.
考虑广义第一应变梯度弹性的功能梯度微梁的尺寸相关弹性响应
本文研究了各向同性功能梯度(FG)微梁的尺寸依赖性力学响应。采用Mindlin-Toupin应变梯度理论对弹性响应的尺寸效应进行了建模,系数由弹性的广义第一应变梯度理论计算。为了方便求出控制平衡微分方程的精确解,选择了指数梯度FG梁。对于受正弦分布机械载荷作用的简支梁,导出了这些精确解。在此基础上,本文还开发了一个涉及跨域移动最小二乘插值的无单元伽辽金(EFG)模型。用指数梯度光束的精确解对EFG模型进行了验证。最后,将EFG模型推广到更一般的功率规律梯度光束的情况。本文给出了幂律梯度梁在不同荷载和边界条件下的力学响应。这些结果可以作为进一步研究FG梁尺寸效应的基准。
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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