Search
Filters
Close

98654 THE INFLUENCE OF COATING DISBANDMENT ON THE CORROSION OF COATED REINFORCEMENT - A NUMERICAL MODEL

Product Number: 51300-98654-SG
ISBN: 98654 1998 CP
Author: R.A. Cottis
$0.00
$20.00
$20.00
This paper describes a sirnplified, ab initio numerical model of the oxygen transport and electrochemical reaction kinetics associated with a hole in a coated reinforcement bar. The model examines the influence of area of disbandment of the coating around the hole on the corrosion rate of the exposed steel. The significance of coating disbandment is found to depend on the concrete permeability. An important conclusion is that experiments in which the coated bar is coupled to uncoated bar can be expected to give markedly different results, as the uncoated bar (assuming that it is passive) will provide a large area cathode that negates many of the assumptions made in this model. It is also clear that coupling between coated and uncoated bar provides a very severe test of the coating integrity. The thin solution layers in the crevice are able to transfer the current produced by oxygen reduction efficiently to the anodic site at the holiday in the coating. It appears that for nominally dry concrete the oxygen permeability of the epoxy coating and the radius of disbandment of the coating will have an important influence on the total metal loss occurring, and it should have a low oxygen permeability and disbond as slowly as possible. The area of hole in the coating will be important when processes in and around the hole are rate-controlling, including situations when there is very widespread disbanding and/or the coating has a very high oxygen permeability. Corrosion occuming as a result of oxygen transport through the hole will be important when the coating is not disbonded and/or has a very low oxygen permeability.
This paper describes a sirnplified, ab initio numerical model of the oxygen transport and electrochemical reaction kinetics associated with a hole in a coated reinforcement bar. The model examines the influence of area of disbandment of the coating around the hole on the corrosion rate of the exposed steel. The significance of coating disbandment is found to depend on the concrete permeability. An important conclusion is that experiments in which the coated bar is coupled to uncoated bar can be expected to give markedly different results, as the uncoated bar (assuming that it is passive) will provide a large area cathode that negates many of the assumptions made in this model. It is also clear that coupling between coated and uncoated bar provides a very severe test of the coating integrity. The thin solution layers in the crevice are able to transfer the current produced by oxygen reduction efficiently to the anodic site at the holiday in the coating. It appears that for nominally dry concrete the oxygen permeability of the epoxy coating and the radius of disbandment of the coating will have an important influence on the total metal loss occurring, and it should have a low oxygen permeability and disbond as slowly as possible. The area of hole in the coating will be important when processes in and around the hole are rate-controlling, including situations when there is very widespread disbanding and/or the coating has a very high oxygen permeability. Corrosion occuming as a result of oxygen transport through the hole will be important when the coating is not disbonded and/or has a very low oxygen permeability.
PRICE BREAKS - The more you buy, the more you save
Quantity
1+
5+
Price
$20.00
$20.00
Product tags
Also Purchased
Picture for 98661 CATHODIC PROTECTION PARAMETERS
Available for download

98661 CATHODIC PROTECTION PARAMETERS MEASURED ON CORROSION COUPONS AND PIPES BURIED IN THE FIELD

Product Number: 51300-98661-SG
ISBN: 98661 1998 CP
Author: Thomas J. Barlo
$20.00
Picture for 98645 GALVANIC METALIZED ZINC CATHODIC PROTECTION
Available for download

98645 GALVANIC METALIZED ZINC CATHODIC PROTECTION SYSTEM FOR A CARBONATED REINFORCED CONCRETE STRUCTURE

Product Number: 51300-98645-SG
ISBN: 98645 1998 CP
Author: Rodney G. Powers, Izic Sitton, Jorge E. Costa
$20.00
Picture for 98644 CORROSION PROTECTION OF NEW REINFORCED
Available for download

98644 CORROSION PROTECTION OF NEW REINFORCED CONCRETE STRUCTURES IN AGGRESSIVE ENWRONMENTS

Product Number: 51300-98644-SG
ISBN: 98644 1998 CP
Author: Steven F. Daily, Kevin Kendell
$20.00