Corrosion performance of conventional (ASTM A615) and low-alloy (ASTM A706) reinforcing bars embedded in concrete and exposed to chloride environments

Cement and Concrete Research

Volumn 35, Issue 3, 2005, Pages 562-571

  Trejo, David ^a   Monteiro, Paulo J ^b  

^a TEXAS A AND M UNIVERSITY   (United States)

^b Berkeley   (United States)

Author keywords

Chloride; Concrete; Corrosion; Reinforcement; Transport properties

Indexed keywords

BEAMS AND GIRDERS; CHLORINE COMPOUNDS; CRACK INITIATION; EMBEDDED SYSTEMS; MICROSTRUCTURE; REINFORCED CONCRETE; REINFORCEMENT; STEEL; TRANSPORT PROPERTIES; WELDABILITY;

CORROSION INITIATION; INITIATION PHASE; PROPAGATION PHASES; REINFORCEMENT STEELS;

CORROSION;

EID: 13844266941     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2004.06.004     Document Type: Article

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