Menu
Search
Filters
Close
Menu

08320 Specimen Type and Test Protocol for Corrosion Performance Characterization of Reinforced Concrete Marine Pilings

Picture for 08320 Specimen Type and Test Protocol for Corrosion Performance Characterization of Reinforced
Available for download
Product Number: 51300-08320-SG
ISBN: 08320 2008 CP
Author: William H. Hartt and Russell Tanner
Publication Date: 2008
$0.00
$20.00
$20.00
Sea water induced reinforcing steel corrosion is often service life limiting for concrete bridge pilings in marine environments. In the present research, a novel piling type specimen assembly and test protocol were developed to simulate performance of actual substructure elements undergoing marine exposure. Specimen mix design was based on the mortar component of a high performance concrete, both with and without fly ash. Exposures involved partial submergence in 15 w/o NaCl and in some cases periodic spraying of the above waterline zone to simulate splash. The rebar of some specimens was connected to submerged bare steel such that the lower portion of the simulated piling rebar was cathodically polarized, and it is demonstrated that the resultant potential profile was similar to that of actual marine pilings. Threshold Cl- concentrations to initiate corrosion, CT, are reported for various test conditions as is a correlation between CT and potential.
Sea water induced reinforcing steel corrosion is often service life limiting for concrete bridge pilings in marine environments. In the present research, a novel piling type specimen assembly and test protocol were developed to simulate performance of actual substructure elements undergoing marine exposure. Specimen mix design was based on the mortar component of a high performance concrete, both with and without fly ash. Exposures involved partial submergence in 15 w/o NaCl and in some cases periodic spraying of the above waterline zone to simulate splash. The rebar of some specimens was connected to submerged bare steel such that the lower portion of the simulated piling rebar was cathodically polarized, and it is demonstrated that the resultant potential profile was similar to that of actual marine pilings. Threshold Cl- concentrations to initiate corrosion, CT, are reported for various test conditions as is a correlation between CT and potential.
Product tags
Also Purchased
Picture for 07287 UTILITY OF SUBMERGED BULK GALVANIC ANODES FOR ABOVE WATERLINE REINFORCED CONCRETE ELEMENTS
Available for download

07287 UTILITY OF SUBMERGED BULK GALVANIC ANODES FOR ABOVE WATERLINE REINFORCED CONCRETE ELEMENTS

Product Number: 51300-07287-SG
ISBN: 07286 2007 CP
Author: Wei Chu and William Hartt
Publication Date: 2007
$20.00
Picture for 08307 Sacrificial Cathodic Protection of Partially Submerged Reinforced Concrete Elements by Mg Sacr
Available for download

08307 Sacrificial Cathodic Protection of Partially Submerged Reinforced Concrete Elements by Mg Sacrificial Bulk Anodes, Experimental and Modeling Results

Product Number: 51300-08307-SG
ISBN: 08307 2008 CP
Author: Francisco Presuel-Moreno and William H. Hartt
Publication Date: 2008
$20.00
Picture for 08321Modeling Analysis for the Effects of Non-Diffusive Coarse Aggregates on Time-to-Corrosion
Available for download

08321 Modeling Analysis for the Effects of Non-Diffusive Coarse Aggregates on Time-to-Corrosion and Corrosion Initiation Sites

Product Number: 51300-08321-SG
ISBN: 08321 2008 CP
Author: William H. Hartt and Hui Yu
Publication Date: 2008
$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