Menu
Search
Filters
Close
Menu

Save 20% on select titles with code HIDDEN24 - Shop The Sale Now

Cathodic Prevention/Protection Of Marine Corrosion Of Steel In Previously Cracked Concrete

Picture for Cathodic Prevention/Protection Of Marine Corrosion Of Steel In Previously Cracked Concrete
Available for download
Product Number: 51321-16952-SG
Author: M. Dugarte; A.A. Sagüés
Publication Date: 2021
$0.00
$20.00
$20.00

This paper presents the results of long term experiments with reinforced concrete blocks with controlledwidth
cracks placed along a central reinforcing steel bar. Ponding allows for cyclic or continuous exposure
to a 5% NaCl solution to imitate a marine environment. Crack widths ranging from 0.25 mm to 1 mm (0.01
- 0.04 inch) and polarization levels ranging from -430 mV to -640 mV vs the Saturated Calomel Electrode
(SCE) are used. Results suggest that cathodic protection with moderate polarization levels may be of
limited benefit in the presence of cracks aligned lengthwise to the rebar independent of crack width.
Specimens without protection experience corrosion after only a week of exposure. The 5.5year-long tests
revealed that current densities in the order of 8 - 19 mA/m2 were required to achieve cathodic protection.
Selected specimens were autopsied to examine their condition, revealing the presence of corrosion in
the central bar at the crack location. The results are evaluated as to implications on the practical
applicability of cathodic protection to marine structures.

This paper presents the results of long term experiments with reinforced concrete blocks with controlledwidth
cracks placed along a central reinforcing steel bar. Ponding allows for cyclic or continuous exposure
to a 5% NaCl solution to imitate a marine environment. Crack widths ranging from 0.25 mm to 1 mm (0.01
- 0.04 inch) and polarization levels ranging from -430 mV to -640 mV vs the Saturated Calomel Electrode
(SCE) are used. Results suggest that cathodic protection with moderate polarization levels may be of
limited benefit in the presence of cracks aligned lengthwise to the rebar independent of crack width.
Specimens without protection experience corrosion after only a week of exposure. The 5.5year-long tests
revealed that current densities in the order of 8 - 19 mA/m2 were required to achieve cathodic protection.
Selected specimens were autopsied to examine their condition, revealing the presence of corrosion in
the central bar at the crack location. The results are evaluated as to implications on the practical
applicability of cathodic protection to marine structures.

Product tags
Also Purchased
Picture for CATHODIC PREVENTION-PROTECTION OF STEEL IN CRACKED CONCRETE
Available for download

51318-11584-CATHODIC PREVENTION-PROTECTION OF STEEL IN CRACKED CONCRETE

Product Number: 51318-11584-SG
Author: M. Dugarte / A.A. Sagüés
Publication Date: 2018
$20.00

This work seeks to determine the performance of cathodic prevention (CPrev) and cathodic protection (CP) systems applied to cracked concrete in a simulated marine environment.
Picture for Cathodic Prevention for Reinforcing Steel in Cracked Concrete of Chloride Contaminated Structures
Available for download

51315-6102-Cathodic Prevention for Reinforcing Steel in Cracked Concrete of Chloride Contaminated Structures

Product Number: 51315-6102-SG
ISBN: 6102 2015 CP
Author: Margareth Dugarte
Publication Date: 2015
$0.00
Picture for 02260 CATHODIC PREVENTION OF NEW SEAWATER...
Available for download

02260 CATHODIC PREVENTION OF NEW SEAWATER CONCRETE STRUCTURES IN PETROCHEMICAL PLANTS

Product Number: 51300-02260-SG
ISBN: 02260 2002 CP
Author: Zia Chaudhary
$20.00
Categories
Industry
Recently viewed
Popular tags
View all

Association for Materials Protection and Performance

© AMPP All Rights Reserved.
Membership Terms of Content Use
Contact Customer Support