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Moreno Fernández, María Esther ORCID: https://orcid.org/0000-0001-6625-7093, Cobo Escamilla, Alfonso
ORCID: https://orcid.org/0000-0001-8270-7752 and Gonzalez García, M. De Las Nieves
ORCID: https://orcid.org/0000-0002-0299-0840
(2016).
Effect of corrosion degree on different steel ductility parameters, based on 'Equivalent Steel' criterion.
"International Journal of Structural Integrity", v. 7
(n. 2);
pp. 260-276.
ISSN 1757-9864.
https://doi.org/10.1108/IJSI-09-2014-0048.
Title: | Effect of corrosion degree on different steel ductility parameters, based on 'Equivalent Steel' criterion |
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Author/s: |
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Item Type: | Article |
Título de Revista/Publicación: | International Journal of Structural Integrity |
Date: | 2016 |
ISSN: | 1757-9864 |
Volume: | 7 |
Subjects: | |
Freetext Keywords: | Concrete structures, Ductility, Equivalent steel, Reinforcement corrosion |
Faculty: | E.T.S. Arquitectura (UPM) |
Department: | Construcción y Tecnología Arquitectónica |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
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One of the meaningful effects of concrete reinforcement steel corrosion on concrete structures is the decrease of mechanical properties, specifically the ductility of steel. The term ductility of steel refers to a group of properties which determine the reinforced concrete structures (RCS) and it is necessary to take this property into account for the recalculation of structures that have been already corroded until the point to condition in many occasions the analysis methodology. The paper aims to discuss these issues.
Item ID: | 45014 |
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DC Identifier: | https://oa.upm.es/45014/ |
OAI Identifier: | oai:oa.upm.es:45014 |
DOI: | 10.1108/IJSI-09-2014-0048 |
Official URL: | http://www.emeraldinsight.com/doi/full/10.1108/IJS... |
Deposited by: | Memoria Investigacion |
Deposited on: | 14 Mar 2017 07:05 |
Last Modified: | 14 Mar 2017 07:05 |