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Meso-scale modeling of chloride diffusion in concrete with consideration of effects of time and temperature

查看全文 作　　者：Li-cheng [1]WANG;Tamon [2]UEDA 高影响力作者 机构地区：[1]State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, P. R. China;[2]Division of Built Environment, Hokkaido University, Sapporo 060-8628, Japan高影响力机构 出　　处：《Water Science and Engineering》索引2009年第2卷第3期,共13页高影响力期刊 基　　金：supported by the Key Project of the Chinese Ministry of Education (Grant No. 109046);the Center for Concrete Corea, Korea of the Yonsei University of Korea, ;the Grant-in-Aid for Scientific Research from the Japanese Government (A) (Grant No. 19206048) 摘　　要：A meso-scale truss network model was developed to predict chloride diffusion in concrete. The model regards concrete as a three-phase composite of mortar matrix, coarse aggregates, and the interfacial transition zone (ITZ) between the mortar matrix and the aggregates. The diffusion coefficient of chloride in the mortar and the ITZ can be analytically determined with only the water-to-cement ratio and volume fraction of fine aggregates. Fick’s second law of diffusion was used as the governing equation for chloride diffusion in a homogenous medium (e.g., mortar); it was discretized and applied to the truss network model. The solution procedure of the truss network model based on the diffusion law and the meso-scale composite structure of concrete is outlined. Additionally, the dependence of the diffusion coefficient of chloride in the mortar and the ITZ on exposure duration and temperature is taken into account to illustrate their effect on chloride diffusion coefficient. The numerical results show that the exposure duration and environmental temperature play important roles in the diffusion rate of chloride ions in concrete. It is also concluded that the meso-scale truss network model can be applied to chloride transport analysis of damaged (or cracked) concrete. 关 键 词：氯离子扩散系数 砂浆混凝土 环境温度 接触时间 中尺度 界面过渡区 网络模型 建模
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