Corrosion Propagation Monitoring Using Galvanotstatic Pulse on Reinforced Concrete Legacy Samples
The corrosion propagation stage of carbon steel rebar in high performance concrete might last longer than the typically five years usually attributed for carbon steel rebar in concrete with type I/II Portland cement as the only cementitious material. Monitoring the corrosion rate for a longer period within the propagation stage is relevant. Legacy samples are available at FAU in which corrosion propagation will be monitored using galvanostatic pulse, on samples exposed outdoors and indoors
Language
- English
Project
- Status: Completed
- Funding: $100447
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Contract Numbers:
UTC 3815-5653 ORSO 135461
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Sponsor Organizations:
Transportation Infrastructure Durability & Life Extension
Washington State University
Department of Civil & Environmental Engineering
Pulman, Washington United States 99163Office of the Assistant Secretary for Research and Technology
University Transportation Centers Program
Department of Transportation
Washington, DC United States 20590 -
Managing Organizations:
Florida Atlantic University Dept. of Ocean & Mechanical engineering
101 North Beach Road
Dania Beach, Florida United States 33004 -
Project Managers:
Kline, Robin
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Performing Organizations:
Florida Atlantic University Dept. of Ocean & Mechanical engineering
101 North Beach Road
Dania Beach, Florida United States 33004 -
Principal Investigators:
Presuel-Moreno, Francisco
- Start Date: 20200601
- Expected Completion Date: 20220130
- Actual Completion Date: 0
- USDOT Program: University Transportation Centers
Subject/Index Terms
- TRT Terms: Carbon steel; Corrosion; Galvanometers; Reinforced concrete; Reinforcing bars
- Subject Areas: Materials; Transportation (General);
Filing Info
- Accession Number: 01754173
- Record Type: Research project
- Source Agency: National Center for Transportation Infrastructure Durability and Life-Extension
- Contract Numbers: UTC 3815-5653 ORSO 135461
- Files: UTC, RIP
- Created Date: Oct 5 2020 1:47PM