Electrical Resistivity of Concrete for Durability Evaluation: A Review

被引:259
作者
Azarsa, Pejman [1 ]
Gupta, Rishi [1 ]
机构
[1] Univ Victoria, Dept Civil Engn, Victoria, BC, Canada
关键词
CORROSION RATE; PORTLAND-CEMENT; REINFORCEMENT CORROSION; CHLORIDE; STEEL; TEMPERATURE; RESISTANCE; CONDUCTIVITY; PARAMETERS; STRENGTH;
D O I
10.1155/2017/8453095
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Degradation processes in reinforced concrete structures that affect durability are partially controlled by transport of aggressive ions through the concrete microstructure. Ions are charged and the ability of concrete to hold out against transfer of ions greatly relies on its electrical resistivity. Hence, a connection could be expected between electrical resistivity of concrete and the deterioration processes such as increase in permeability and corrosion of embedded steel. Through this paper, an extensive literature review has been done to address relationship between concrete electrical resistivity and its certain durability characteristics. These durability characteristics include chloride diffusivity and corrosion of reinforcement as these have major influence on concrete degradation process. Overall, there exists an inverse or direct proportional correlation between these parameters. Evaluated results, from measuring the concrete electrical resistivity, can also be used as a great indicator to identify early age characteristics of fresh concrete and for evaluation of its properties, determination of moisture content, connectivity of the micropores, and even condition assessment of in-service structures. This paper also reviews and assesses research concerning the influential parameters such as environmental conditions and presence of steel rebar and cracks on measuring electrical resistivity of concrete. Moreover, concrete resistivity concept, application, and its various measurement techniques are introduced.
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页数:30
相关论文
共 115 条
[1]   RELATION BETWEEN RESISTIVITY AND CORROSION RATE OF REINFORCEMENTS IN CARBONATED MORTAR MADE WITH SEVERAL CEMENT TYPES [J].
ALONSO, C ;
ANDRADE, C ;
GONZALEZ, JA .
CEMENT AND CONCRETE RESEARCH, 1988, 18 (05) :687-698
[2]   Corrosion rate monitoring in the laboratory and on-site [J].
Andrade, C ;
Alonso, C .
CONSTRUCTION AND BUILDING MATERIALS, 1996, 10 (05) :315-328
[3]   Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method [J].
Andrade, C ;
Alonso, C ;
Gulikers, J ;
Polder, R ;
Cigna, R ;
Vennesland, O ;
Salta, M ;
Raharinaivo, A ;
Elsener, B .
MATERIALS AND STRUCTURES, 2004, 37 (273) :623-643
[4]   Measurement of ageing effect on chloride diffusion coefficients in cementitious matrices [J].
Andrade, C. ;
Castellote, M. ;
d'Andrea, R. .
JOURNAL OF NUCLEAR MATERIALS, 2011, 412 (01) :209-216
[5]   Chloride ion penetration in concrete: The reaction factor in the electrical resistivity model [J].
Andrade, Carmen ;
d'Andrea, Renata ;
Rebolledo, Nuria .
CEMENT & CONCRETE COMPOSITES, 2014, 47 :41-46
[6]  
Angst UM, 2014, ACI MATER J, V111, P661
[7]  
[Anonymous], 2011, 95 AASHTO TP
[8]  
[Anonymous], 2012, C176012 ASTM INT
[9]  
[Anonymous], THESIS
[10]  
[Anonymous], 2012, C120212 ASTM INT