Nonlinear relationships between parameters of simplified diffusion-based model for service life design of concrete structures exposed to chlorides

Cement and Concrete Composites

Volumn 31, Issue 8, 2009, Pages 591-600

  Zhang, Jieying ^a   Lounis, Zoubir ^a  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

Author keywords

Chloride induced corrosion; Diffusion; Durability design; Reinforced concrete structures; Sensitivity; Service life

Indexed keywords

AGGRESSIVE ENVIRONMENT; CHLORIDE DIFFUSION COEFFICIENT; CHLORIDE THRESHOLD; CHLORIDE-INDUCED CORROSION; CONCRETE COVER; CONCRETE STRUCTURES; CORROSION-RESISTANT STEEL; DESIGN LIFE; DESIGN STANDARD; DIFFUSION-BASED MODEL; DURABILITY DESIGN; DURABLE CONCRETE STRUCTURES; EXPOSURE CONDITIONS; HIGH-PERFORMANCE CONCRETE; NON-LINEAR RELATIONSHIPS; REINFORCED CONCRETE STRUCTURES; RELATIVE SENSITIVITY; SENSITIVITY; SURFACE CHLORIDE; TIME TO CORROSION INITIATION;

CEMENTS; CHLORINE COMPOUNDS; CIVIL ENGINEERING; CONCRETE BUILDINGS; CORROSION RESISTANCE; DIFFUSION; DURABILITY; IMPACT RESISTANCE; REINFORCED CONCRETE; REINFORCEMENT; SERVICE LIFE; STEEL; STRUCTURAL MEMBERS; SURFACE DIFFUSION;

STRUCTURAL DESIGN;

EID: 67651175844     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2009.05.008     Document Type: Article

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