太原理工大学学报2011，Vol.42Issue(2)：212-214,3.
基于均匀化理论的混凝土等效弹性模量的数值模拟
Numerical Simulation of Equivalent Modulus of Concrete Based on Homogenization Theory
摘要
Abstract
In the present paper, concrete is taken as a kind of three-phase composite material which is made up of sanded cement grout, coarse aggregate and the interface between them on the meso-scale. By applying three types of boundary condition and initial load to the cell structure,numerical simulation of equivalent elastic modulus of concrete based on homogenization theory is carried out. The results show the significance in determining the mechanical property of material in each phase and volume fraction, especially the interface phase. The numerical result is compared with experimental one and it is observed that both are in approximate agreement. The maero equivalent elastic property of periodic structure can be accurately exhibited by the equivalent elastic modulus of concrete obtained from the finite element method of homogenization.关键词
混凝土/均匀化理论/有限元法/等效弹性模量Key words
concrete/ homogenization theory/ finite element method/ equivalent elastic modulus分类
数理科学引用本文复制引用
闫晓鹏,牛卫晶,王志华,马宏伟..基于均匀化理论的混凝土等效弹性模量的数值模拟[J].太原理工大学学报,2011,42(2):212-214,3.基金项目
太原理工大学科技发展基金项目(190-12901150) （190-12901150）
