Multi-scale finite element analysis of chloride diffusion in concrete incorporating paste/aggregate ITZs

被引:0
|
作者
Li Guo
XiaoMing Guo
ChangWen Mi
机构
[1] Southeast University,Jiangsu Key Laboratory of Engineering Mechanics, Department of Engineering Mechanics
关键词
multi-scale model; ITZ; concrete durability; coupling equations; finite element method;
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学科分类号
摘要
In this paper, we propose a concurrent multi-scale finite element (FE) model coupling equations of the degree of freedoms of meso-scale model of ITZs and macroscopic model of bulk pastes. The multi-scale model is subsequently implemented and integrated into ABAQUS resulting in easy application to complex concrete structures. A few benchmark numerical examples are performed to test both the accuracy and efficiency of the developed model in analyzing chloride diffusion in concrete. These examples clearly demonstrate that high diffusivity of ITZs, primarily because of its porous microstructure, tends to accelerate chloride penetration along concentration gradient. The proposed model provides new guidelines for the durability analysis of concrete structures under adverse operating conditions.
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页码:1696 / 1702
页数:6
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