Influence of chloride salt type on threshold level of reinforcement corrosion in simulated concrete pore solutions

Construction and Building Materials

Volumn 30, Issue , 2012, Pages 516-521

  Jiang, Linhua ^a   Huang, Guohong ^a,b   Xu, Jinxia ^a   Zhu, Yeran ^b   Mo, Lili ^a  

^a HOHAI UNIVERSITY   (China)

^b NANJING HYDRAULIC RESEARCH INSTITUTE   (China)

Author keywords

Chloride salt type; Chloride threshold level; Reinforcement corrosion; Simulated concrete pore solution

Indexed keywords

CHLORIDE SALTS; CHLORIDE THRESHOLD; CORROSION CURRENT DENSITIES; CORROSION OF STEEL; OPEN-CIRCUIT POTENTIAL; REINFORCEMENT CORROSION; SIMULATED CONCRETE PORE SOLUTION; STEEL REINFORCEMENTS; THRESHOLD LEVELS;

CALCIUM CHLORIDE; ELECTROCHEMICAL CORROSION; ELECTROCHEMICAL IMPEDANCE SPECTROSCOPY; PITTING; POSITIVE IONS; REINFORCEMENT; SODIUM CHLORIDE;

CONCRETE BEAMS AND GIRDERS;

EID: 84855235698     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.12.044     Document Type: Article

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