Effect of silica fume and steel slag coarse aggregate on the corrosion resistance of steel bars

被引:22
作者
Heniegal, Ashraf M. [1 ]
Amin, Mohamed [1 ]
Youssef, Hassan [2 ]
机构
[1] Suez Univ, Fac Ind Educ, Dept Civil Construct, Suez, Egypt
[2] Beni Suef Univ, Fac Ind Educ, Dept Civil Construct, Bani Suwayf, Egypt
关键词
Electric arc furnace steel slag (EAFSS); Corrosion; Open circuit voltage; Linear polarization resistance; CHLORIDE ENVIRONMENTS; REINFORCED-CONCRETE; DURABILITY; THRESHOLD;
D O I
10.1016/j.conbuildmat.2017.08.111
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study evaluates the corrosion resistance of concrete cylindrical specimens. The concrete samples were prepared from electric arc furnace steel slag (EAFSS) with percentages equal to 0%, 20%, 40%, 60%, 80% and 100%, and were examined as a partial replacement of ordinary coarse aggregate (dolomite). Silica fume with 20% replacement of the weight of the used cement was utilized in order to study its effect on the corrosion resistance of the embedded steel bars. Twenty cylindrical specimens, with a diameter equal to 50 mm and a height of 200 mm, were prepared and merged in NaCl solution with 3.5% concentration. Subsequently, the electrochemical behavior of the specimens was assessed using linear polarization resistance technique and open circuit voltage. The results indicated that rebar in the concrete specimens which contains steel slag was found to be resisting corrosion efficiently better than the control specimens which incorporates dolomite as coarse aggregate. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:846 / 851
页数:6
相关论文
共 27 条
  • [1] ACI Committee, 2010, 5445R10 ACI, P544
  • [2] Critical chloride content in reinforced concrete - A review
    Angst, Ueli
    Elsener, Bernhard
    Larsen, Claus K.
    Vennesland, Oystein
    [J]. CEMENT AND CONCRETE RESEARCH, 2009, 39 (12) : 1122 - 1138
  • [3] Chloride threshold level for corrosion of steel in concrete
    Ann, Ki Yong
    Song, Ha-Won
    [J]. CORROSION SCIENCE, 2007, 49 (11) : 4113 - 4133
  • [4] [Anonymous], 11092002 ESS
  • [5] [Anonymous], C6182008 ASTM
  • [6] [Anonymous], 154EMC RILEM TC
  • [7] *ASTM, C87609 ASTM
  • [8] Bohni H., 2005, CORROSION REINFORCED
  • [9] Egyptian Standards E.S., 24212005 ES
  • [10] Corrosion effects on pullout behavior of hooked steel fibers in self-compacting concrete
    Frazao, Cristina
    Barros, Joaquim
    Camoes, Aires
    Alves, Alexandra C.
    Rocha, Luis
    [J]. CEMENT AND CONCRETE RESEARCH, 2016, 79 : 112 - 122