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      Influence of the Loading Speed on the Ductility Properties of Corroded Reinforcing Bars in Concrete

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          Abstract

          In this work 144 reinforcing bars of high-ductility steel named B500SD were subjected to an accelerated corrosion treatment and then tested under tension at different loading speeds in order to assess the effect of corrosion on the ductility properties of the rebars. Results showed that the bars with a corrosion level as low as the one reducing the steel mass by 1% gave rise to a significant degradation on the ductility properties when a high loading speed was applied in tensile tests. In that case, the equivalent steel concept is useful to reduce the destabilising effect. Thus, the research significance lies in the assessment of the influence of the loading speed at which the tensile test is performed for the reinforcement bars that largely depends of the ductility criteria used.

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          Most cited references36

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          Cover cracking as a function of bar corrosion: Part I-Experimental test

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            Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method

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              Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                22 March 2019
                March 2019
                : 12
                : 6
                : 965
                Affiliations
                [1 ]Departamento de Ingeniería Civil: Construcción, E.T.S de Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Madrid, C/Profesor Aranguren, s/n, 28040 Madrid, Spain; angela.moreno@ 123456upm.es (A.M.B.); marcos.garcia@ 123456upm.es (M.G.A.)
                [2 ]Departamento de Construcciones Arquitectónicas y su Control, E.T.S de Edificación, Universidad Politécnica de Madrid, Avda/Juan de Herrera, 6, 28040 Madrid, Spain; mariadelasnieves.gonzalez@ 123456upm.es
                Author notes
                [* ]Correspondence: Jaime.galvez@ 123456upm.es ; Tel.: +34-910-674-125
                Author information
                https://orcid.org/0000-0002-0299-0840
                https://orcid.org/0000-0002-7276-8030
                https://orcid.org/0000-0001-9106-2917
                Article
                materials-12-00965
                10.3390/ma12060965
                6471906
                30909500
                a5f891d2-eb0d-42d2-91b1-6eacb36aa538
                © 2019 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 25 January 2019
                : 19 March 2019
                Categories
                Article

                corrosion,ductility,mechanical properties,reinforced concrete,tensile strength,equivalent steel

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