Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes

Structural Safety

Volumn 31, Issue 1, 2009, Pages 84-96

  Bastidas Arteaga, Emilio ^a,b   Bressolette, Philippe ^b   Chateauneuf, Alaa ^b   Sánchez Silva, Mauricio ^a  

^a UNIVERSIDAD DE LOS ANDES   (Colombia)

^b UNIVERSITÉ CLERMONT AUVERGNE   (France)

Author keywords

Chloride ingress; Corrosion fatigue; Cyclic load; Lifetime assessment; Reinforced concrete; Reliability

Indexed keywords

CONCRETES; CORROSION; CRACK PROPAGATION; CRACKS; DETERIORATION; EPITAXIAL GROWTH; JOINTS (STRUCTURAL COMPONENTS); MODEL STRUCTURES; PITTING; RELIABILITY; RELIABILITY ANALYSIS; SULFATE MINERALS;

BRIDGE GIRDERS; CHLORIDE INGRESS; CONCRETE CRACKING; CORROSIVE ENVIRONMENTS; COUPLED EFFECTS; COUPLED PHENOMENA; CYCLIC LOAD; CYCLIC LOADINGS; ENVIRONMENTAL FACTORS; EXPECTED LIFETIME; FATIGUE DETERIORATION; LIFETIME ASSESSMENT; LONG-TERM PERFORMANCE; NEW MODEL; PITTING CORROSION; PROBABILISTIC LIFETIME; RC STRUCTURES; REINFORCED CONCRETE; STEEL BARS; STRUCTURAL DEGRADATION; STRUCTURAL DETERIORATION;

CORROSION FATIGUE;

EID: 52749089212     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2008.04.001     Document Type: Article

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