dc.contributor.author | O’Reilly, Matthew | |
dc.contributor.author | Sperry, Jayne | |
dc.contributor.author | Darwin, David | |
dc.contributor.author | Lafikes, James | |
dc.contributor.author | Somogie, Isaac | |
dc.contributor.author | Storm, Scott | |
dc.contributor.author | Browning, JoAnn | |
dc.date.accessioned | 2017-12-18T17:50:20Z | |
dc.date.available | 2017-12-18T17:50:20Z | |
dc.date.issued | 2017-11-01 | |
dc.identifier.citation | O’Reilly, M., Sperry, J., Darwin, D., Lafikes, J., Somogie, I., Storm, S., & Browning, J. (2017). Corrosion Performance of Poorly Pickled Stainless Steel Reinforcement. ACI Materials Journal, 114(6). doi:10.14359/51701008 | en_US |
dc.identifier.uri | http://hdl.handle.net/1808/25655 | |
dc.description.abstract | XM-28 (UNS S24100) and 2304 (UNS S32304) stainless steel reinforcing bars with different levels of pickling were evaluated for
corrosion resistance using the rapid macrocell and cracked beam tests outlined in ASTM A955. Two heats of XM-28 from the same
producer were evaluated using the rapid macrocell test. A single heat of 2304 was evaluated in two conditions; as-received from
the manufacturer and re-pickled using both ASTM A955 tests. The poorly pickled heat of XM-28 reinforcement failed the rapid macrocell test with a peak individual corrosion rate exceeding 16 µm/y, while the properly pickled heat passed with no significant corrosion measured. The poorly pickled 2304 reinforcing steel failed the macrocell and cracked beam tests, with peak corrosion rates of 1.07 and 6.48 µm/y, respectively, while upon re-pickling, the same heat of steel passed both tests. These results suggest the need for a method to verify that the pickling process has been performed properly. Performance during the first week of the rapid macrocell tests or requiring that the bars exhibit a bright, shiny, uniformly light surface represent two potential methods for establishing the adequacy of pickling. | en_US |
dc.publisher | American Concrete Institute | en_US |
dc.rights | Copyright © 2017, American Concrete Institute. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors. | en_US |
dc.subject | Chlorides | en_US |
dc.subject | Corrosion | en_US |
dc.subject | Microcell | en_US |
dc.subject | Pickling | en_US |
dc.subject | Stainless steel | en_US |
dc.title | Corrosion Performance of Poorly Pickled Stainless Steel Reinforcement | en_US |
dc.type | Article | en_US |
kusw.kuauthor | O'Reilly, Matthew | |
kusw.kuauthor | Darwin, David | |
kusw.kuauthor | Browning, JoAnn | |
kusw.kudepartment | Civil Engineering | en_US |
kusw.oanotes | 2016/01/06: The institute granted permission to share these on KU Scholarworks:
From: Lequesne, Remy D
Sent: Wednesday, January 06, 2016 10:13 AM
To: Reed, Marianne A. <mreed@ku.edu>
Subject: RE: Question re: digital publishingMarianne, I’ve heard nothing but favorable feedback about getting the reports at http://iri.ku.edu/reports into KU Scholarworks. How do we get started? Can we try a couple and see how it goes? Thanks************************************************
Rémy Lequesne, PhD
Per SherpaRomeo on 12/18/2017: Author's Pre-print: question mark archiving status unclear
Author's Post-print: green tick author can archive post-print (ie final draft post-refereeing)
Publisher's Version/PDF: No information archiving status unknown
General Conditions:
On author's personal website | en_US |
kusw.oastatus | na | |
dc.identifier.doi | 10.14359/51701008 | en_US |
dc.identifier.orcid | https://orcid.org/0000-0001-5039-3525 | |
dc.rights.accessrights | openAccess | en_US |