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首页> 外文期刊>International journal of computational methods >A Multiscale Computational Formulation for Gradient Elasticity Problems of Heterogeneous Structures
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A Multiscale Computational Formulation for Gradient Elasticity Problems of Heterogeneous Structures

机译:非均质结构梯度弹性问题的多尺度计算公式

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In this paper, a multiscale computational formulation is developed for modeling two- and three-dimensional gradient elasticity behaviors of heterogeneous structures. To capture the microscopic properties at the macroscopic level effectively, a numerical multiscale interpolation function of coarse element is constructed by employing the oversampling element technique based on the staggered gradient elasticity scheme. By virtue of these functions, the equivalent quantities of the coarse element could be obtained easily, resulting in that the material microscopic characteristics are reflected to the macroscopic scale. Consequently, the displacement field of the original boundary value problem could be calculated at the macroscopic level, and the corresponding microscopic gradient-enriched solutions could also be evaluated by adopting the downscaling computation on the sub-grids of each coarse element domain, which will reduce the computational cost significantly. Furthermore, several representative numerical experiments are performed to demonstrate the validity and efficiency of the proposed multiscale formulation.
机译:本文提出了一种多尺度计算公式,用于建模异质结构的二维和三维梯度弹性行为。为了有效地从宏观上捕捉微观特性,通过基于交错梯度弹性方案的过采样元素技术构造了粗糙元素的数值多尺度插值函数。借助于这些功能,可以容易地获得当量的粗元素,从而将材料的微观特性反映到宏观尺度上。因此,可以在宏观水平上计算原始边界值问题的位移场,并且还可以通过对每个粗单元域的子网格进行降尺度计算来评估相应的微观梯度富集解。计算成本显着。此外,进行了几个代表性的数值实验,以证明所提出的多尺度公式的有效性和效率。

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