Menu
Search
Filters
Close
Menu

07240 Chloride Analysis in a 62 Year Old Concrete Pier Reinforced with Type 304 SS Bars

Picture for 07240 Chloride Analysis in a 62 Year Old Concrete Pier Reinforced with Type 304 SS Bars
Available for download
Product Number: 51300-07240-SG
ISBN: 07240 2007 CP
Author: E. Moreno, P. Castro-Borges, A. Torres-Acosta, A. Cardenas, and O. de Rincon
Publication Date: 2007
$0.00
$20.00
$20.00
A 62-year old concrete pier reinforced with type 304 stainless steel bars was inspected for the third time in five years. As the pier approaches the end of its expected service life it is more interesting to decipher the secrets of its good performance in order to apply them to new concrete structures under marine environment. In this occasion, emphasis was made in the chloride analysis as a function of variables such as height above tides, orientation, and the environment. From a previous investigation in laboratory concrete specimens, some of these variables have been quantified after several years of exposure to the same environment. Results showed that chloride concentration is the highest when the distance above high tide is the smallest and in the south and west faces. Also, it was observed a higher chloride concentration in the inner continuously wet zones compared with the external zones.
A 62-year old concrete pier reinforced with type 304 stainless steel bars was inspected for the third time in five years. As the pier approaches the end of its expected service life it is more interesting to decipher the secrets of its good performance in order to apply them to new concrete structures under marine environment. In this occasion, emphasis was made in the chloride analysis as a function of variables such as height above tides, orientation, and the environment. From a previous investigation in laboratory concrete specimens, some of these variables have been quantified after several years of exposure to the same environment. Results showed that chloride concentration is the highest when the distance above high tide is the smallest and in the south and west faces. Also, it was observed a higher chloride concentration in the inner continuously wet zones compared with the external zones.
Product tags
Also Purchased
Picture for 07223 Advanced Materials and Coatings for Corrosion Intensive Components at Water Treatment Plants
Available for download

07223 Advanced Materials and Coatings for Corrosion Intensive Components at Water Treatment Plants

Product Number: 51300-07223-SG
ISBN: 07223 2007 CP
Author: Larry D. Stephenson and Ashok Kumar
Publication Date: 2007
$20.00
Picture for 07261 Electrochemical Behavior of Copper-Nickel Alloy CUNI 90/10 in Chlorinated Seawater under Stagn
Available for download

07261 Electrochemical Behavior of Copper-Nickel Alloy CUNI 90/10 in Chlorinated Seawater under Stagnating Conditions

Product Number: 51300-07261-SG
ISBN: 07261 2007 CP
Author: Wilhelm Schleich, Ralf Feser, and Werner Siedlarek
Publication Date: 2007
$20.00
Picture for 07242 Evaluation of a Chloride Contaminated Basement in a Power Plant
Available for download

07242 Evaluation of a Chloride Contaminated Basement in a Power Plant

Product Number: 51300-07242-SG
ISBN: 07242 2007 CP
Author: Erika Sanchez, Miguel Sanchez, Oladis de Rincon, and Sebastian Delgado
Publication Date: 2007
$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