A Multiscale Computational Formulation for Gradient Elasticity Problems of Heterogeneous Structures

被引:1
作者
Fu, Ping [1 ]
Liu, Hui [1 ]
Chu, Xihua [1 ]
Xu, Yuanjie [1 ]
机构
[1] Wuhan Univ, Dept Engn Mech, Sch Civil Engn, Wuhan 430072, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Gradient elasticity; multiscale finite element method; heterogeneity; numerical base function; size effect; FINITE-ELEMENT-METHOD; PERIODICAL COMPOSITE STRUCTURES; REPRESENTATIVE VOLUME ELEMENT; ELLIPTIC PROBLEMS; HOMOGENIZATION METHOD; CRACK-PROPAGATION; POROUS-MEDIA; MICROSTRUCTURES; FRACTURE; MODEL;
D O I
10.1142/S0219876216500304
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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.
引用
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页数:24
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