Effect of corrosion degree on different steel ductility parameters, based on 'Equivalent Steel' criterion

Moreno Fernández, María Esther and Cobo Escamilla, Alfonso and Gonzalez García, M. De Las Nieves (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.

Description

Title: Effect of corrosion degree on different steel ductility parameters, based on 'Equivalent Steel' criterion
Author/s:
  • Moreno Fernández, María Esther
  • Cobo Escamilla, Alfonso
  • Gonzalez García, M. De Las Nieves
Item Type: Article
Título de Revista/Publicación: International Journal of Structural Integrity
Date: 2016
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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Abstract

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.

More information

Item ID: 45014
DC Identifier: http://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/IJSI-09-2014-0048
Deposited by: Memoria Investigacion
Deposited on: 14 Mar 2017 07:05
Last Modified: 14 Mar 2017 07:05
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