Thickness of the corrosion-filled paste and the corrosion layer at steel/concrete interface

被引：0
作者：
Ding, H. J. [1 ]
Zhao, Y. X. [1 ]
Jin, W. L. [1 ]
机构：
[1] Zhejiang Univ, Inst Struct Engn, Hangzhou, Zhejiang, Peoples R China
来源：
LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT | 2015年
关键词：
REINFORCED-CONCRETE STRUCTURES; STEEL CORROSION; RUST LAYER; CRACKING; PRODUCTS; PENETRATION; COVER; MODEL; BARS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study investigated four types of recycled concrete that had deteriorated in galvanostatic method and wet-dry cycle method for 3 similar to 5 cycles. The steel/concrete interfaces were observed and measured by SEM under BSE mode. The T-CP - T-CL model proposed by Zhao which describes the relationship between the thickness of the corrosion-filled paste (CP) and that of the corrosion layer (CL) is proved to be correct and reasonable in this study. Based on this T-CP-T-CL model, the narrow sense of CP are studied to complement the corrosion-induced cracking model.
引用
收藏
页码：1472 / 1478
页数：7
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