You are here
Initiation and propagation of corrosion in dry-cast reinforced concrete pipes
- Date Issued:
- 2013
- Summary:
- This study investigates corrosion initiation and propagation in instrumented specimens obtained from segments of dry-cast reinforced concrete pipes. Potential, LPR and EIS measurements were carried out. During the propagation stage in different exposures, reinforcement eventually reached negative potentials values, which suggest mass transfer limitations. So far these specimens show no visual signs of corrosion such as cracks or corrosion products with one exception; where corrosion products have reached the surface. Moreover, the apparent corrosion rate values obtained suggest high corrosion rate. No crack appearance so far, could be explained by the high porosity of the specimens; the corrosion products are filling these pores. It is speculated that although, there might be mass transfer limitations present, the current demanded by the anode is being balanced by a larger cathode area due to macrocell effects, since the high moisture conditions likely reduced the concrete resistivity and increased the throwing power.
Title: | Initiation and propagation of corrosion in dry-cast reinforced concrete pipes. |
![]() ![]() |
---|---|---|
Name(s): |
Balasubramanian, Hariharan College of Engineering and Computer Science Department of Ocean and Mechanical Engineering |
|
Type of Resource: | text | |
Genre: | Electronic Thesis Or Dissertation | |
Date Issued: | 2013 | |
Publisher: | Florida Atlantic University | |
Physical Form: | electronic | |
Extent: | x, 101 p. : ill. (some col.) | |
Language(s): | English | |
Summary: | This study investigates corrosion initiation and propagation in instrumented specimens obtained from segments of dry-cast reinforced concrete pipes. Potential, LPR and EIS measurements were carried out. During the propagation stage in different exposures, reinforcement eventually reached negative potentials values, which suggest mass transfer limitations. So far these specimens show no visual signs of corrosion such as cracks or corrosion products with one exception; where corrosion products have reached the surface. Moreover, the apparent corrosion rate values obtained suggest high corrosion rate. No crack appearance so far, could be explained by the high porosity of the specimens; the corrosion products are filling these pores. It is speculated that although, there might be mass transfer limitations present, the current demanded by the anode is being balanced by a larger cathode area due to macrocell effects, since the high moisture conditions likely reduced the concrete resistivity and increased the throwing power. | |
Identifier: | 858621140 (oclc), 3362341 (digitool), FADT3362341 (IID), fau:4179 (fedora) | |
Note(s): |
by Hariharan Balasubramanian. Thesis (M.S.C.S.)--Florida Atlantic University, 2013. Includes bibliography. Mode of access: World Wide Web. System requirements: Adobe Reader. |
|
Subject(s): |
Concrete -- Deterioration Tubular steel structures -- Deterioration Pipelines -- Design and construction Concrete construction Corrosion and anti-corrosives |
|
Persistent Link to This Record: | http://purl.flvc.org/fcla/dt/3362341 | |
Use and Reproduction: | http://rightsstatements.org/vocab/InC/1.0/ | |
Host Institution: | FAU |