节点文献
海工钢筋混凝土结构锈裂宽度与锈蚀率的关系及其对黏结力的影响
Relationship between Crack Width and Corrosion Ratio in Marine Concrete Structures and Its Effects on Cohesive Force
【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。
【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.
- 【文献出处】 中国港湾建设 ,China Harbour Engineering , 编辑部邮箱 ,2011年03期
- 【分类号】TU375
- 【被引频次】3
- 【下载频次】143