Influence of impressed current on the initiation of damage in reinforced mortar due to corrosion of embedded steel

被引:124
作者
Care, Sabine
Raharinaivo, Andre
机构
[1] Univ Paris 12, Inst Navier, LMSGC, LCPC,ENPC,CNR, F-77420 Champs sur Marne, France
[2] Lab Cent Ponts & Chaussees, F-75732 Paris, France
关键词
microcracking; accelerated reinforcement corrosion; electrochemical properties; expansion; mortar;
D O I
10.1016/j.cemconres.2007.08.022
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Corrosion of steel in cementitious material is a slow process. Therefore in this study, accelerated corrosion tests were carried out by impressing current between steel embedded in mortar and a counter-electrode to study the process of corrosion leading to cracking in mortar. The specimens, which were made of mortar reinforced with steel, were immersed in solutions which contained or did not contain chlorides. Critical times with respect to the onset of corrosion can be defined in various ways by using either steel half-cell potential, or potential drop between embedded steel and a counter-electrode, or expansion of the mortar specimen. These parameters give quite similar critical times and are related to the development of corrosion products and microcracking. The results obtained provide information on corrosion kinetics of embedded steel when corrosion is accelerated by impressed current and show the similarities to natural corrosion pattern when solutions contain chlorides. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1598 / 1612
页数:15
相关论文
共 33 条
[1]   Factors controlling cracking of concrete affected by reinforcement corrosion [J].
Alonso, C ;
Andrade, C ;
Rodriguez, J ;
Diez, JM .
MATERIALS AND STRUCTURES, 1998, 31 (211) :435-441
[2]   COVER CRACKING AS A FUNCTION OF BAR CORROSION .1. EXPERIMENTAL TEST [J].
ANDRADE, C ;
ALONSO, C ;
MOLINA, FJ .
MATERIALS AND STRUCTURES, 1993, 26 (162) :453-464
[3]  
[Anonymous], 1974, CEMENT CONCRETE RES
[4]   Reinforcement corrosion and the deflection of RC beams - an experimental critique of current test methods [J].
Ballim, Y ;
Reid, JC .
CEMENT & CONCRETE COMPOSITES, 2003, 25 (06) :625-632
[5]   Deterioration of concrete due to reinforcement steel corrosion [J].
Cabrera, JG .
CEMENT & CONCRETE COMPOSITES, 1996, 18 (01) :47-59
[6]   Influence of aggregates on chloride diffusion coefficient into mortar [J].
Caré, S .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (07) :1021-1028
[7]   Long-term corrosion resistance of metallic reinforcements in concrete - a study of corrosion mechanisms based on archaeological artefacts [J].
Chitty, WJ ;
Dillmann, P ;
L'Hostis, V ;
Lombard, C .
CORROSION SCIENCE, 2005, 47 (06) :1555-1581
[8]   Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete [J].
El Maaddawy, TA ;
Soudki, KA .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) :41-47
[9]   Corrosion influence on bond in reinforced concrete [J].
Fang, CQ ;
Lundgren, K ;
Chen, LG ;
Zhu, CY .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (11) :2159-2167
[10]   Effect of microcracking and cracking on the development of corrosion in reinforced concrete members [J].
Francois, R ;
Arliguie, G .
MAGAZINE OF CONCRETE RESEARCH, 1999, 51 (02) :143-150