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粘贴加固混凝土氯离子扩散的理论模型和数值模拟
引用本文:姚未来,江世永,飞渭,李雪阳.粘贴加固混凝土氯离子扩散的理论模型和数值模拟[J].土木建筑与环境工程,2015,37(4):59-66.
作者姓名:姚未来  江世永  飞渭  李雪阳
作者单位:1. 后勤工程学院 军事土木工程系,重庆,401311;2. 后勤工程学院 训练部,重庆,401311
基金项目:重庆市高校优秀成果转化资助重点项目(KJZH14220)
摘    要:基于物质非稳态扩散理论,采用现有研究对 Fick 第二定律的修正方法,并将粘贴加固考虑为对氯离子扩散方程边界条件的调整,提出可用于粘贴加固混凝土的氯离子扩散理论模型。利用ABAQUS、MATLAB PDE tool、MATLAB 自编程3种方法均可对粘贴加固混凝土梁的氯离子扩散过程进行数值模拟。对比未加固与加固构件的氯离子扩散规律,发现粘贴加固可降低钢筋表面的氯离子浓度值,延缓氯离子浓度到达临界锈蚀浓度的时间,增加材料使用寿命,并且加固时间越早,增加寿命越长。

关 键 词:粘贴加固  氯离子扩散  Fick  第二定律  理论模型  数值模拟
收稿时间:4/8/2015 12:00:00 AM

Modelling and prediction of chloride diffusion in concrete strengthened by externally bonding
Yao Weilai,Jiang Shiyong,Fei Wei and Li Xueyang.Modelling and prediction of chloride diffusion in concrete strengthened by externally bonding[J].土木建筑与环境工程,2015,37(4):59-66.
Authors:Yao Weilai  Jiang Shiyong  Fei Wei and Li Xueyang
Affiliation:Department of Military Civil Engineering, Chongqing 401311, P. R. China,Department of Training, Logistical University, Chongqing 401311, P. R. China,Department of Military Civil Engineering, Chongqing 401311, P. R. China and Department of Military Civil Engineering, Chongqing 401311, P. R. China
Abstract:Based on the revised Fick's second law, a chloride diffusion model was established for bonded strengthened concrete. The influence of bonded reinforcement was considered as change of boundary conditions. This model could be applied to predict chloride diffusion in both non-strengthened and strengthen concrete. Numerical simulation of chloride diffusion in a reinforced concrete beam strengthened by externally bonding was carried out by ABAQUS, MATLAB PDE tool, MATLAB programming. Comparison of chloride diffusion in strengthened and non-strengthened specimens was conducted. The simulation results showed the service life of RC specimens could be extended by bonding externally.
Keywords:strengthened concrete  chloride diffusion  Fick’s second law  theoretical model  numerical simulation
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