Influence of the microstructure of TMT reinforcing bars on their corrosion behavior in concrete with chlorides

被引:38
作者
Bautista, A. [1 ]
Pomares, J. C. [2 ]
Gonzalez, M. N. [3 ]
Velasco, F. [1 ]
机构
[1] Univ Carlos III Madrid, Mat Sci & Engn Dept, IAAB, Avda Univ 30, Madrid 28911, Spain
[2] Univ Alicante, Civil Engn Dept, Carretera San Vicente del Raspeig S-N, Alicante 03690, Spain
[3] Univ Politecn Madrid, Escuela Tecn Super Edificac, Avda Juan de Herrera 6, E-28040 Madrid, Spain
关键词
Corrosion; Pitting; Chloride; Concrete; Thermomechanical treatment; Carbon steel; Galvanic coupling; MECHANICAL-PROPERTIES; STEEL REINFORCEMENT; STAINLESS-STEEL; PERFORMANCE; FATIGUE; DIFFUSION; TENSILE; DEPTH; BEAMS;
D O I
10.1016/j.conbuildmat.2019.116899
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Thermomechanically treated (TMT) carbon steel bars, often known as TempCore (TM) bars, are commonly used as reinforcements in concrete structures. TMT causes the formation of a martensite case in the outer surface of the bars, increasing their hardness, while the remaining ferritic-perlitic core maintains the typical ductility of hot rolled bars. In this work, the effect of this TMT induced microstructure on the development of pitting attacks in chloride media has been analyzed in depth. Electrochemical impedance spectroscopy (EIS) measurements and polarization curves have been carried out in simulated pore solutions to understand the effect of the presence of different phases in the microstructure and to quantify the strength of the galvanic couple that the outer martensite can form with the inner core. Moreover, accelerated corrosion tests in chloride contaminated concrete slabs have been performed. Bars from six different slabs where corrosive attack has been forced for different times have been studied. The shape of the main pits in the bars corroded in concrete has been analyzed through optoelectronic microscopy and the results obtained prove that the depth of the attack is related to the microstructure of the TMT bars. (C) 2019 Elsevier Ltd. All rights reserved.
引用
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页数:11
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