Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress

Engineering Structures

Volumn 32, Issue 10, 2010, Pages 3279-3287

  El Hassan, Jinane ^a   Bressolette, Philippe ^a   Chateauneuf, Alaa ^a   El Tawil, Khaled ^b  

^a UNIVERSITÉ CLERMONT AUVERGNE   (France)

^b LEBANESE UNIVERSITY   (Lebanon)

Author keywords

Chloride ingress; Climate; Corrosion; Reinforced concrete; Reliability

Indexed keywords

BRIDGE GIRDER; CHLORIDE INGRESS; CLIMATE; CLIMATIC CONDITIONS; CLIMATIC PARAMETERS; CORROSION PROCESS; INITIATION AND PROPAGATION; MATERIAL PROPERTY; RC MEMBER; RC STRUCTURE; RELIABILITY MODEL; STEEL BARS; STRUCTURAL RELIABILITY; TEMPERATURE AND RELATIVE HUMIDITY; TIME TO CORROSION INITIATION; TIME TO FAILURE; UNCERTAIN FACTORS;

ATMOSPHERIC HUMIDITY; CHLORINE COMPOUNDS; CONCRETE BUILDINGS; CORROSION; REINFORCED CONCRETE; RELIABILITY ANALYSIS;

PROBABILITY DISTRIBUTIONS;

BRIDGE; CHLORIDE; CLIMATE EFFECT; CORROSION; FAILURE ANALYSIS; PROBABILITY; REINFORCED CONCRETE; RELATIVE HUMIDITY; RELIABILITY ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE; TEMPERATURE EFFECT;

EID: 77956344736     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.07.001     Document Type: Article

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