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
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.
引用
收藏
页数:17
相关论文
共 50 条
  • [1] The steel-concrete interface
    Angst, Ueli M.
    Geiker, Mette R.
    Michel, Alexander
    Gehlen, Christoph
    Wong, Hong
    Isgor, O. Burkan
    Elsener, Bernhard
    Hansson, Carolyn M.
    Francois, Raoul
    Hornbostel, Karla
    Polder, Rob
    Alonso, Maria Cruz
    Sanchez, Mercedes
    Correia, Maria Joao
    Criado, Maria
    Sagues, A.
    Buenfeld, Nick
    MATERIALS AND STRUCTURES, 2017, 50 (02)
  • [2] Computational mechanics of the steel-concrete interface
    Ben Romdhane, MR
    Ulm, FJ
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (02) : 99 - 120
  • [3] Modeling the microstructure at steel-concrete interface in reinforced concrete
    Chen, Fangjie
    Baji, Hassan
    Li, Chun-Qing
    Lau, Ian
    Ma, Baoguo
    STRUCTURAL CONCRETE, 2020, 21 (03) : 1093 - 1105
  • [4] Characteristics of the steel-concrete interface and their effect on the corrosion of steel bars in concrete
    Cai, Yuxin
    Zhang, Wulong
    Yu, Linwen
    Chen, Mengzhu
    Yang, Changhui
    Francois, Raoul
    Yang, Kai
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 253
  • [5] Corrosion of Steel Bars in Concrete with the Variation of Microstructure of Steel-Concrete Interface
    Mohammed, Tarek Uddin
    Hamada, Hidenori
    Hasnat, Ariful
    Al Mamun, Mohammed Abdullah
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2015, 13 (04) : 230 - 240
  • [6] Quality of steel-concrete interface and corrosion of reinforcing steel
    Soylev, TA
    François, R
    CEMENT AND CONCRETE RESEARCH, 2003, 33 (09) : 1407 - 1415
  • [7] Interface forces in composite steel-concrete structure
    Sapountzakis, Evangelos J.
    Katsikadelis, John T.
    2000, Elsevier Science Ltd, Exeter, United Kingdom (37)
  • [8] Obtaining impedance information on the steel-concrete interface
    Glass, GK
    Hassanein, AM
    Buenfeld, NR
    CORROSION, 1998, 54 (11) : 887 - 897
  • [9] Interface forces in composite steel-concrete structure
    Sapountzakis, EJ
    Katsikadelis, JT
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2000, 37 (32) : 4455 - 4472
  • [10] Wedge splitting test for a steel-concrete interface
    Walter, R
    Ostergaard, L
    Olesen, JF
    Stang, H
    ENGINEERING FRACTURE MECHANICS, 2005, 72 (17) : 2565 - 2583