Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures

Structural Safety

Volumn 30, Issue 2, 2008, Pages 110-129

  Bastidas Arteaga, Emilio ^a   Sánchez Silva, Mauricio ^a   Chateauneuf, Alaa ^b   Silva, Moema Ribas ^c  

^a UNIVERSIDAD DE LOS ANDES   (Colombia)

^b UBP   (France)

^c FEDERAL UNIVERSITY OF ESPÍRITO SANTO   (Brazil)

Author keywords

Biodeterioration; Chloride ingress; Corrosion; Crack initiation; Crack propagation; Reliability

Indexed keywords

CONCRETE CONSTRUCTION; CORROSION; CRACK INITIATION; CRACK PROPAGATION; DETERIORATION; REINFORCED CONCRETE; RELIABILITY ANALYSIS; SAFETY FACTOR; STEEL;

BIODETERIORATION; REINFORCED CONCRETE STRUCTURE; STRUCTURAL DETERIORATION;

STRUCTURAL ANALYSIS;

CONCRETE CONSTRUCTION; CORROSION; CRACK INITIATION; CRACK PROPAGATION; DETERIORATION; REINFORCED CONCRETE; RELIABILITY ANALYSIS; SAFETY FACTOR; STEEL; STRUCTURAL ANALYSIS;

EID: 36448980684     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2006.09.001     Document Type: Article

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