硅酸盐学报2013，Vol.41Issue(5)：575-581,7.DOI:10.7521/j.issn.0454-5648.2013.05.01
氯离子侵蚀混凝土管桩寿命预测理论模型
Service Life Prediction of Concrete Pipe Pile Due to Chloride Ion Corrosion by Modeling
摘要
Abstract
Chloride-induced reinforcing steel corrosion is one of the most predominant deterioration mechanisms for concrete pipe piles. Based on the chloride-induced reinforcing steel corrosion mechanism, the deterioration process of corrosion affected concrete pipe piles can be divided into three phases, i.e., a diffusion phase, a crack initiation phase and crack propagation phase. The three deterioration phases were analyzed, respectively. A theoretical model for service life prediction of concrete pipe piles due to chloride ion corrosion was proposed. The service life prediction of crack initiation phase was also carried out by the model. The results show that predictive results are similar to the experiment data.关键词
混凝土管桩/氯离子扩散/钢筋锈蚀/裂纹扩展/寿命预测/理论模型Key words
concrete pipe pile/ chloride diffusion/ steel corrosion/ crack propagation/ service life prediction/ theoretical model分类
土木建筑引用本文复制引用
邵伟,李镜培,岳著文..氯离子侵蚀混凝土管桩寿命预测理论模型[J].硅酸盐学报,2013,41(5):575-581,7.基金项目
国家自然科学基金(51178341)资助项目. （51178341）
