Accelerated testing of plain and epoxy-coated reinforcement in simulated seawater and chloride solutions

Cement and Concrete Research

Volumn 31, Issue 6, 2001, Pages 861-867

  Erdogdu S ^a   Bremner, T W ^b   Kondratova, I L ^b  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

^b UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

Chloride; Corrosion rate; Epoxy coated reinforcement; Reinforced concrete; Time to cracking

Indexed keywords

CHLORINE COMPOUNDS; CONCRETE SLABS; CRACK PROPAGATION; EPOXY RESINS; PLASTIC COATINGS; SEAWATER; SOLUTIONS; STEEL STRUCTURES;

EPOXY-COATED REINFORCEMENT;

REINFORCED CONCRETE;

EID: 0035331136     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(01)00487-2     Document Type: Article

References (20)

1. Deterioration of concrete bridge decks from corrosion of reinforcing steel
2. Damage to concrete structures in a marine environment
3. Mechanisms of corrosion of steel in concrete
4. Deterioration related to chloride ingress
5. Corrosion of epoxy-coated rebar in a marine environment
6. Nine-year performance of epoxy-coated rebar in a tunnel structure
7. Estimating the service life of epoxy-coated reinforcing steel
8. Service life of structures with regard to corrosion of embedded steel
9. Some electrochemical aspects of corrosion of steel in concrete
10. The mechanisms of protection of steel by concrete
11. Field and laboratory testing of epoxy-coated reinforcing bars in concrete
12. Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types
13. Comments on electrochemical measurements of the rate of corrosion of steel in concrete
14. Service life model for concrete structures in chloride laden environments
15. Diffusion of chloride ions from seawater into concrete