锈蚀不锈钢筋与混凝土黏结性能退化

王海龙,吴远建,凌佳燕,孙晓燕

Bond degradation between corroded stainless steel bar and concrete

Hai-long WANG,Yuan-jian WU,Jia-yan LING,Xiao-yan SUN

图 12 基于表面裂缝宽度的黏结退化模型对比

Fig.12 Comparison of degradation model of bond strength based on surface crack width