Impact of specification changes on chloride-induced corrosion service life of bridge decks

Cement and Concrete Research

Volumn 32, Issue 8, 2002, Pages 1189-1197

  Kirkpatrick, Trevor J ^a   Weyers, Richard E ^a   Sprinkel, Michael M ^b   Anderson Cook, Christine M ^c  

^a State University   (United States)

^b VIRGINIA TRANSPORTATION RESEARCH COUNCIL   (United States)

^c VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

Author keywords

Chloride; Corrosion; Diffusion; Monte Carlo; Reinforcement

Indexed keywords

CONCRETE BRIDGES; CORROSION; DIFFUSION; MATHEMATICAL MODELS; MONTE CARLO METHODS; PROBABILITY; REINFORCEMENT; SALTS; SERVICE LIFE; SPECIFICATIONS;

PROBABILISTIC MODELS;

BRIDGE DECKS;

EID: 0036680605     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(02)00760-3     Document Type: Article

References (19)

1. Determination of end of functional service life for concrete bridge decks
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4. Stochastic model for the chloride induced corrosion service life of bridge decks
5. Presentation of the chloride threshold level for corrosion of steel in concrete
6. Predicting the diffusion coefficient of concrete from mix parameters
7. Diffusion of chloride ions in hardened cement pastes
8. Diffusion of ions through hardened cement pastes