Service life prediction of concrete wharves with early-aged crack: Probabilistic approach for chloride diffusion

Structural Safety

Volumn 31, Issue 1, 2009, Pages 75-83

  Kwon, Seung Jun ^a   Na, Ung Jin ^a   Park, Sang Soon ^b   Jung, Sang Hwa ^b  

^a University of California at Irvine   (United States)

^b Korea Institute of Construction Materials   (South Korea)

Author keywords

Chloride; Crack width; Cracked concrete; Probability; Service life

Indexed keywords

BUILDING MATERIALS; CONCRETE CONSTRUCTION; DEWATERING; DIFFUSION; FORECASTING; HYDRAULIC STRUCTURES; MAINTENANCE; MONTE CARLO METHODS; OCEAN STRUCTURES; OFFSHORE STRUCTURES; PROBABILITY; REINFORCED CONCRETE; SEMICONDUCTOR DOPING; SERVICE LIFE; STEEL CORROSION;

ALLOWABLE CRACK WIDTH; CHLORIDE; CHLORIDE DIFFUSIONS; CHLORIDE IONS; CHLORIDE PENETRATION; CORROSION; CRACK WIDTH; CRACK WIDTHS; CRACKED CONCRETE; DIFFUSION CO-EFFICIENT; DRYING SHRINKAGES; FIELD INVESTIGATIONS; HYDRATION HEAT; MARINE ENVIRONMENTS; MONTE CARLO SIMULATION; PROBABILISTIC APPROACHES; PROBABILISTIC FRAMEWORKS; RC STRUCTURES; REINFORCED CONCRETE STRUCTURES; SERVICE LIFE PREDICTION; WHARF STRUCTURES;

CRACKS;

EID: 52749093519     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2008.03.004     Document Type: Article

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