【摘要】 综述了钢筋混凝土胀裂后裂缝宽度与钢筋锈蚀率的关系及对钢筋黏结力的影响,并以实验数据为基础,比较了各理论值之间的差异,讨论了差异产生的原因,最后提出不同模型的适用条件。结果可为海工混凝土结构安全性评估提供参考。更多还原

【Abstract】 This paper summarizes the relationship between corrosive crack width and steel corrosion rate and its effects on cohesive force.Based on test data,the different theoretical values were compared and the reasons were analyzed.Then applicable conditions of different models were proposed.The results can provide for the security assessment of marine reinforced concrete structures.更多还原