Service life prediction of rc bridge structures exposed to chloride environments

Journal of Bridge Engineering

Volumn 14, Issue 3, 2009, Pages 164-178

  Cheung, Moe M S ^a   Zhao, Juan ^a   Chan, Yui Bun ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Bridges, concrete; Chlorides; Corrosion; Life cycles; Reinforced concrete; Service life

Indexed keywords

BRIDGE STRUCTURES; BRIDGES, CONCRETE; CHLORIDE ENVIRONMENTS; CHLORIDE IONS; CHLORIDES; CONCRETE SURFACES; CORROSION INITIATIONS; CORROSION PERFORMANCE; COUPLED DIFFUSIONS; DEPASSIVATION; EMPIRICAL EQUATIONS; ENVIRONMENTAL CONDITIONS; ENVIRONMENTAL FACTORS; EXPOSURE CONDITIONS; GEOMETRICAL PARAMETERS; HONG-KONG; LOCAL CLIMATES; LONG SPANS; MATERIAL PROPERTIES; MICHIGAN; NUMERICAL EXAMPLES; REGIONAL CLIMATES; SERVICE LIFE PREDICTIONS; TIME DOMAINS;

BUILDING MATERIALS; CHLORINE COMPOUNDS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BRIDGES; CONCRETE BUILDINGS; REINFORCED CONCRETE; SERVICE LIFE; TWO DIMENSIONAL;

CORROSION;

EID: 65249184495     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2009)14:3(164)     Document Type: Article

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