Inductive Scan Imaging Technique in Detecting and Visualizing Corrosion for Large Scale Pre-Stressed Concrete Cylinder Pipes
Publication: Pipelines 2005: Optimizing Pipeline Design, Operations, and Maintenance in Today's Economy
Abstract
No single method for monitoring Pre-stressed Concrete Cylinder Pipes (PCCP) using either standard corrosion monitoring systems or non-destructive techniques can accurately determine the onset of corrosion. This paper investigates the capability of the Inductive Scan Imaging Technique as a new single non-destructive tool in identifying and visualising corrosion of pre-stressed wires embedded in concrete and distinguishing between corrosion of varying severity, position and size. The future application and use of the new technique in determining the effect of cathodic protection (CP) on the performance of passivated, corroded and split pre-stressed wire is also discussed. The paper also discusses the advantages and limitations of the various available conventional monitoring techniques such as Static, Close Interval Potential Survey and polarization coupons to measure corrosion rates and non-destructive inspection methods that can identify distressed pipe areas.
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Copyright
© 2005 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Computer vision and image processing
- Concrete
- Concrete cylinder pipes
- Concrete pipes
- Corrosion
- Deterioration
- Engineering fundamentals
- Engineering materials (by type)
- Infrastructure
- Materials characterization
- Materials engineering
- Materials processing
- Methodology (by type)
- Pipeline management
- Pipeline systems
- Pipes
- Pressure pipes
- Prestressed concrete
- Prestressing
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