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 07214 Oxygen Reactor External Stress Corrosion Cracking and Repair
Available for download

07214 Oxygen Reactor External Stress Corrosion Cracking and Repair

Product Number: 51300-07214-SG
ISBN: 07214 2007 CP
Author: Angela Wensley and Michel Tremblay
Publication Date: 2007
$20.00
Picture for 07229 When Do We Need to Wash Aircraft?
Available for download

07229 When Do We Need to Wash Aircraft?

Product Number: 51300-07229-SG
ISBN: 07229 2007 CP
Author: Robert D. Klassen and Pierre R. Roberge
Publication Date: 2007
$20.00
Picture for 07237 Long-Term Marine Atmospheric Corrosion Testing Experiences
Available for download

07237 Long-Term Marine Atmospheric Corrosion Testing Experiences

Product Number: 51300-07237-SG
ISBN: 07237 2007 CP
Author: Robert M. Kain, S.J. Pikul, and Bopinder S. Phull
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