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High strength stainless steel 14301 for prestressed concrete structures protection
Citation
Alonso Alonso, Maria Cruz and Sanchez Moreno, Mercedes and Mazario, E. and Recio, F.J. and Mahmoud, H. and Hingorani, R. (2010). High strength stainless steel 14301 for prestressed concrete structures protection. In: "6th international conference on concrete under severe conditions (CONSEC '10)", 07/06/2010 - 09/06/2010, Mérida, Yucatán, Méjico. ISBN 9780415593168.
Description
| Title: | High strength stainless steel 14301 for prestressed concrete structures protection |
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| Author/s: |
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| Item Type: | Presentation at Congress or Conference (Article) |
| Event Title: | 6th international conference on concrete under severe conditions (CONSEC '10) |
| Event Dates: | 07/06/2010 - 09/06/2010 |
| Event Location: | Mérida, Yucatán, Méjico |
| Title of Book: | Proceedings of the 6th international conference on concrete under severe conditions (CONSEC '10) |
| Date: | 2010 |
| ISBN: | 9780415593168 |
| Subjects: | |
| Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Department: | Ingeniería Civil: Construcción |
| Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
Abstract
High Strength Stainless Steels (HSSS) are being developed with the aim to improve corrosion resistance of prestressed concrete structures in aggressive environments. In the present paper focus is given to mechanical and corrosion performance of a HSSS type 14301. The ability of passivation in alkaline media and the risk of local corrosion (pitting) in presence of chlorides, has been determined. Besides, the response of the stainless steel submitted to mechanical strains similar to those in service is considered with respect to the risk of corrosion, Stress Corrosion Cracking (SCC) and Hydrogen Embrittlement (HE). The cold-drawn HSSS 14301 shows higher tolerance to chloride ion than conventional prestressing steel. The local corrosion becomes significant for chloride contents above 0.75 M. The applied load moves pitting corrosion initiation at lower concentrations of chlorides. The pitting enhances risk for SCC developing, although the steel is more resistance to HE in comparison with conventional presstressing stee
More information
| Item ID: | 9342 |
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| DC Identifier: | https://oa.upm.es/9342/ |
| OAI Identifier: | oai:oa.upm.es:9342 |
| Deposited by: | Memoria Investigacion |
| Deposited on: | 24 Oct 2011 08:25 |
| Last Modified: | 20 Apr 2016 17:48 |
