Extent of spatially variable corrosion damage as an indicator of strength and time-dependent reliability of RC beams

Engineering Structures

Volumn 31, Issue 1, 2009, Pages 198-207

  Stewart, Mark G ^a   Suo, Qinghui ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

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

Indexed keywords

CEMENTS; CONCENTRATION (PROCESS); CONCRETE CONSTRUCTION; CORROSION; FATIGUE CRACK PROPAGATION; PITTING; QUALITY ASSURANCE; REINFORCED CONCRETE; REINFORCEMENT; RELIABILITY; SAFETY ENGINEERING; SYSTEMS ANALYSIS;

CONCRETE COVERS; CONCRETE PROPERTIES; CORROSION DAMAGES; CRACK WIDTHS; DAMAGE; EXTREME VALUE THEORIES; FLEXURAL RESISTANCES; MECHANICAL BEHAVIOURS; PIT DEPTHS; PITTING CORROSION; PITTING CORROSIONS; RANDOM FIELDS; RC BEAMS; REINFORCING BARS; RELIABILITY MODELS; SPATIAL MODELS; SPATIAL VARIABILITY; STRUCTURAL CAPACITIES; STRUCTURAL COLLAPSES; STRUCTURAL RELIABILITIES; STRUCTURAL RELIABILITY; STRUCTURAL SAFETIES; SURFACE CHLORIDES;

CORROSION RESISTANCE;

CORROSION; CRACKING; DAMAGE; DUCTILITY; FLEXURE; MODELING; REINFORCED CONCRETE; RELIABILITY ANALYSIS; SHEAR STRENGTH; SPATIAL VARIATION; TIME DEPENDENT BEHAVIOR;

EID: 56749169213     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.08.011     Document Type: Article

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