Gradient characterization of steel-concrete interface at early ages

被引：7
|
作者：
Wang, Hao [1 ,2 ]
Hu, Zhangli [1 ,2 ]
Yao, Ting [2 ,3 ]
Li, Hua [1 ,2 ,3 ]
Li, Zhen [4 ]
Liu, Jiaping [1 ,2 ]
机构：
[1] Southeast Univ, Sch Mat Sci & Engn, Nanjing 210098, Peoples R China
[2] State Key Lab High Performance Civil Engn Mat, Nanjing 211103, Peoples R China
[3] Jiangsu Sobute New Mat Co Ltd, Nanjing 211103, Peoples R China
[4] Jiangsu Prov Transportat Engn Construct Bur, Nanjing 210004, Peoples R China
来源：
CEMENT & CONCRETE COMPOSITES | 2023年 / 137卷
关键词：
Steel-concrete interface (SCI); Gradient; SCI thickness; Phase distribution; Micro-mechanical properties; TRANSITION ZONE; CEMENT PASTE; IMAGE-ANALYSIS; MORTARS; NANOINDENTATION; MICROSTRUCTURE; PERMEABILITY; SHRINKAGE; CORROSION; HYDRATION;
D O I：
10.1016/j.cemconcomp.2023.104941
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Steel-Concrete Interface (SCI) refers to the porous weak area at the interface between steel bar and cement matrix. This study proposes sophisticated methods for quantifying gradient properties and their evolution of SCI using back-scattered electron (BSE) imaging and nano-indentation. The gradient of SCI is identified through a robust statistical analysis. Distinct stratification structure of SCI is discovered, which can be demonstrated from the grayscale of BSE as well as the indentation modulus and hardness. The thickness of SCI increases with age and the increasing rates roughly decline with the increase of w/c. SCI can be divided into highly porous layer I and transition layer II according to the hierarchically porosity. The layer II is subdivided into II(a) and II(b) based on the gradient of mechanical properties, which is mainly caused by the spatial distribution of cement particles within SCI.
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收藏
页数：17
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