Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams

Structural Safety

Volumn 31, Issue 1, 2009, Pages 19-30

  Stewart, Mark G ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Concrete; Ductility; Pitting corrosion; Spatial variability; Structural reliability

Indexed keywords

BRITTLE FRACTURE; CORROSION; DUCTILE FRACTURE; FRACTURE; FRACTURE FIXATION; MECHANICAL ENGINEERING; MECHATRONICS; PITTING; REINFORCEMENT; RISK ASSESSMENT;

CONCRETE; CORROSION LOSSES; DUCTILITY; FLEXURAL AND SHEAR REINFORCEMENT; LIMIT STATES; LOAD EFFECTS; MECHANICAL BEHAVIOURS; PARALLEL SYSTEMS; PITTING CORROSION; PROBABILITY OF FAILURE; RC BEAMS; SPATIAL VARIABILITY; STRUCTURAL RELIABILITY; STRUCTURAL RESISTANCE; TIME-DEPENDENT; TIME-DEPENDENT RELIABILITY;

CORROSION RESISTANCE;

EID: 52749095872     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2007.12.001     Document Type: Article

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