The effect of interfacial cracks on the concrete chloride diffusion coefficient considering aggregate shape

被引：0
|
作者：
Peng Guojun [1 ]
Chen Chenjie [1 ]
机构：
[1] Zhejiang Univ Technol, Dept Civil Engn, Hangzhou 310032, Zhejiang, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS I, PTS 1-3 | 2013年 / 275-277卷
关键词：
chloride; diffusion coefficient; interfacial crack; numerical method;
D O I：
10.4028/www.scientific.net/AMM.275-277.1239
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Considering the concrete as a three-phase composite material composed of aggregate, interface and cement matrix, an octagon unit cell is constructed based on ellipse, and the numerical solution of concrete chloride diffusion coefficient considering the aggregate shape is obtained using the finite element method. The validity of the proposed algorithm is preliminary verified after compared with the available test results, and the effect of interfacial crack opening angle and aggregate shape on the concrete chloride diffusion coefficient is quantitatively evaluated. Through numerical calculation, it is found that the chloride diffusion coefficient of concrete increases with the increase of interfacial crack opening angle and decreases with the increase of aggregate shape coefficient.
引用
收藏
页码：1239 / +
页数：2
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