Menu
Search
Filters
Close
Menu

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

51312-01402-Influences of the Reinforcement and Surface Layers on the Apparent Concrete Resistivity by Using a F

Picture for Influences of the Reinforcement and Surface Layers on the Apparent Concrete Resistivity by Using a F
Available for download
Product Number: 51312-01402-SG
ISBN: 01402 2012 CP
Author: Kenji Reichling
Publication Date: 2012
$0.00
$20.00
$20.00
Under severe conditions reinforced concrete (RC) structures may suffer from reinforcement corrosion. To evaluate the risk of corrosion different measurement methods are available. The concrete resistivity is a significant parameter to evaluate the durability of a RC structure. It has a significant influence on the corrosion rate of the reinforcement and provides information about the water content and the porosity of the concrete. By means of resistivity mapping areas may be located where water and depending on the exposure chlorides penetrate into the concrete. In these areas a depassivation of the reinforcement due to corrosion will be probable over the time. The resistivity of concrete can be determined non-destructively by using a 4-electrode setup established by Wenner. Reinforcement bars as well as several concrete layers with different resistivities have a significant influence on the readings. At the Institute of Building Materials Research of RWTH Aachen in Germany the 4-electrode methodology was improved to minimize these influences in order to determine the real concrete resistivity.
Under severe conditions reinforced concrete (RC) structures may suffer from reinforcement corrosion. To evaluate the risk of corrosion different measurement methods are available. The concrete resistivity is a significant parameter to evaluate the durability of a RC structure. It has a significant influence on the corrosion rate of the reinforcement and provides information about the water content and the porosity of the concrete. By means of resistivity mapping areas may be located where water and depending on the exposure chlorides penetrate into the concrete. In these areas a depassivation of the reinforcement due to corrosion will be probable over the time. The resistivity of concrete can be determined non-destructively by using a 4-electrode setup established by Wenner. Reinforcement bars as well as several concrete layers with different resistivities have a significant influence on the readings. At the Institute of Building Materials Research of RWTH Aachen in Germany the 4-electrode methodology was improved to minimize these influences in order to determine the real concrete resistivity.
Product tags
Also Purchased
Picture for The Influence of Flow rate Sand and Inhibitor on The Iron Carbonate Scales under Erosion-Corrosion
Available for download

51312-01396-The Influence of Flow rate Sand and Inhibitor on The Iron Carbonate Scales under Erosion-Corrosion

Product Number: 51312-01396-SG
ISBN: 01396 2012 CP
Author: Abdulmuhsen Akbar
Publication Date: 2012
$20.00
Picture for Deposit-Assisted Corrosion of Automotive Flexible Connector Alloys
Available for download

51312-01394-Deposit-Assisted Corrosion of Automotive Flexible Connector Alloys

Product Number: 51312-01394-SG
ISBN: 01394 2012 CP
Author: Matthew D. Bender
Publication Date: 2012
$20.00
Picture for Tank Linings for High Temperature Services
Available for download

51312-01399-Tank Linings for High Temperature Services

Product Number: 51312-01399-SG
ISBN: 01399 2012 CP
Author: Michael J. Winter
Publication Date: 2012
$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