Polarization behaviour of corrosion-resistant CTD reinforcing bars

被引:0
|
作者
Kumar, V
机构
来源
CORROSION PREVENTION & CONTROL | 1996年 / 43卷 / 05期
关键词
D O I
暂无
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
THE POLARIZATION behaviour of some cold-twisted-deformed (CTD) reinforcing bars I has been studied by constructing Tafel plots. The study revealed that, in the presence of millscale on the rebar, the combined effect of the ratio of cathodic/anodic area to the amount of cold working will be reflected in the polarization behaviour. In view of this, the corrosion potential shifted substantially towards the active side with a high amount of cold twisting. In the case of rebar without millscale, the corrosion potential shifted significantly towards the noble side. The cathodic process was activation-controlled for the rebars having millscale and changed to diffusion-controlled when millscale was absent. The anodic process was dissolution of iron which depends on the available anodic area. However, the anodic current density as well as anodic Tafel slope will also depend upon the nature of the corrosion. Therefore, these were high when the corrosion was localized (which may be attributed to the local acidification process) in the untwisted rebar, and decreased substantially on cold twisting when millscale was removed and the nature of the corrosion changed to general.
引用
收藏
页码:135 / 139
页数:5
相关论文
共 50 条
  • [1] Polarization behaviour of corrosion-resistant CTD reinforcing bars
    Kumar, V.
    Corrosion Prevention and Control, 1996, 43 (05): : 135 - 139
  • [2] DEVELOPMENT OF NEW CORROSION-RESISTANT STEEL REINFORCING BARS
    JHA, R
    SINGH, SK
    CHATTERJEE, A
    MATERIALS PERFORMANCE, 1992, 31 (04) : 68 - 72
  • [3] Behaviour of concrete beams reinforced with corrosion-resistant steel bars
    Thandavamoorthy, T.S.
    Rao, A.G.Madhava
    Indian Concrete Journal, 1995, 69 (10): : 595 - 598
  • [4] Cracking Behavior of Slabs with Corrosion-Resistant and High-Strength Reinforcing Bars
    Sim, Chungwook
    Frosch, Robert J.
    ACI STRUCTURAL JOURNAL, 2020, 117 (05) : 245 - 257
  • [5] The effect of chlorides on the corrosion behaviour of weathered reinforcing bars
    Diaz, B.
    Guitian, B.
    Novoa, X. R.
    Perez, M. C.
    ELECTROCHIMICA ACTA, 2020, 336 (336)
  • [7] Pitting Corrosion Behaviour of New Corrosion-Resistant Reinforcement Bars in Chloride-Containing Concrete Pore Solution
    Jiang, Jin-yang
    Liu, Yao
    Chu, Hong-yan
    Wang, Danqian
    Ma, Han
    Sun, Wei
    MATERIALS, 2017, 10 (08):
  • [8] Bond Properties between Concrete and Corrosion-Resistant Reinforcing Steels
    Moen, Cristopher D.
    Sharp, Stephen R.
    ACI STRUCTURAL JOURNAL, 2016, 113 (02) : 383 - 392
  • [9] Mechanical properties and corrosion behaviour of stainless steel reinforcing bars
    Castro, H
    Rodriguez, C
    Belzunce, FJ
    Canteli, AF
    JOURNAL OF MATERIALS PROCESSING TECHNOLOGY, 2003, 143 : 134 - 137
  • [10] Flexural Behavior at Service and Ultimate Limit State of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars
    Bowen, Galo
    Zheng, Paul
    Moen, Cristopher D.
    Sharp, Stephen R.
    TRANSPORTATION RESEARCH RECORD, 2013, (2331) : 47 - 58