吴相豪. 混凝土构件锈胀开裂时钢筋锈蚀率的解析解[J]. 力学与实践, 2007, 29(4): 67-70. DOI: 10.6052/1000-0992-2006-188
引用本文: 吴相豪. 混凝土构件锈胀开裂时钢筋锈蚀率的解析解[J]. 力学与实践, 2007, 29(4): 67-70. DOI: 10.6052/1000-0992-2006-188
ANALYTICAL SOLUTION FOR CORROSION RATIO OF REINFORCED BAR IN CONCRETE MEMBERS AT THE MOMENT OF CRACKING DUE TO CORROSION EXPANSION[J]. MECHANICS IN ENGINEERING, 2007, 29(4): 67-70. DOI: 10.6052/1000-0992-2006-188
Citation: ANALYTICAL SOLUTION FOR CORROSION RATIO OF REINFORCED BAR IN CONCRETE MEMBERS AT THE MOMENT OF CRACKING DUE TO CORROSION EXPANSION[J]. MECHANICS IN ENGINEERING, 2007, 29(4): 67-70. DOI: 10.6052/1000-0992-2006-188

混凝土构件锈胀开裂时钢筋锈蚀率的解析解

ANALYTICAL SOLUTION FOR CORROSION RATIO OF REINFORCED BAR IN CONCRETE MEMBERS AT THE MOMENT OF CRACKING DUE TO CORROSION EXPANSION

  • 摘要: 推导出综合考虑混凝土塑性性能及混凝土与钢筋界面裂隙等因素的混凝土保护层锈胀开裂时钢筋锈蚀率的计算公式,验证了计算公式的可行性,探讨了影响混凝土保护层锈胀开裂时钢筋锈蚀率的相关因素,可用于钢筋混凝土结构耐久性评估及寿命预测.

     

    Abstract: The formula for calculating corrosion ratio of areinforced bar in reinforced concrete members at the moment of cracking isdeduced by using mechanical analysis, and taking account of concrete plasticity andinterface crack between concrete and the reinforced bar. The factors affectingthe corrosion ratio are analyzed. The method may be used fordurability evaluation of concrete structures and prediction of service lifeof concrete structures.

     

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