Effect of different limit states on life-cycle cost of RC structures in corrosive environment

Journal of Infrastructure Systems

Volumn 11, Issue 4, 2005, Pages 231-240

  Val, Dimitri V ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Chlorides; Concrete; Concrete structures; Corrosion; Cracking; Deterioration; Life cycle cost; Reinforced

Indexed keywords

CHLORINE COMPOUNDS; COMPUTATIONAL METHODS; CORROSION; CRACK INITIATION; FAILURE (MECHANICAL); LIFE CYCLE; PROBABILITY; REINFORCED CONCRETE;

CORROSIVE ENVIRONMENT; LIFE CYCLE COST; REINFORCED CONCRETE STRUCTURES;

CONCRETE CONSTRUCTION;

CHLORIDE; CORROSION; CRACKING; LIFE ASSESSMENT; REINFORCED CONCRETE;

EID: 28844497409     PISSN: 10760342     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1076-0342(2005)11:4(231)     Document Type: Article

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