摘要
通过对锈蚀钢筋混凝土黏结滑移性能现有成果的分析,总结了锈蚀钢筋混凝土黏结强度计算模型、单调荷载的黏结滑移本构关系,为后续研究提供参考。
Based on the analysis of bond-slip behavior of corroded reinforced concrete,the bond strength calculation model of corroded reinforced concrete and the bond-slip constitutive relationship of monotonic load are summarized,which provide theoretical guidance for the follow-up study.
作者
刘沣霄
Liu Fengxiao(Hebei Engineering Consulting Institute,Shijiazhuang 050051,China)
出处
《山西建筑》
2019年第11期50-52,共3页
Shanxi Architecture
关键词
锈蚀钢筋混凝土
黏结滑移
黏结强度
本构关系
corroded reinforced concrete
bond slip
bond strength
constitutive relation
