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dc.contributor.authorMartínez Sierra, Isabel-
dc.contributor.authorAndrade Perdrix, Carmen-
dc.date.accessioned2011-10-14T09:05:43Z-
dc.date.available2011-10-14T09:05:43Z-
dc.date.issued2010-04-
dc.identifier.citationMaterials and Corrosion - Werkstoffe und Korrosion 61(9999): 1-11(2010)es_ES
dc.identifier.urihttp://hdl.handle.net/10261/41109-
dc.description.abstract[EN] The experimental conditions for corrosion rate measurements of reinforcement by means of the polarization resistance technique, Rp, in order to obtain reliable values (in accordance with the gravimetric losses simultaneously measured) must consider some factors as are: the need to subtract ohmic drop generated by the high resistivity of the concrete, the need to wait a certain time after application of the current, the use of a certain sweep rate in order to obtain a quasi-steady-state value of the conjugated variable (potential/current), the need to avoid the overlapping with other processes, and the need to use a correct B value in Stern formula. These experimental requirements should be optimized for the individual kinetic of each system. From time to time several papers are published wondering whether Rp measurements in concrete are reliable. Present paper extends the study of the experimental conditions influence in the Rp determination in order to look more in detail to the accuracy of Rp technique. Several sweep rates in potentiodynamic tests, different waiting times with galvanostatic and potentiostatic pulses and different frequencies in electrochemical impedance spectroscopy, EIS, were tested in order to compare the most suitable parameters that provide correct values of the corrosion ratees_ES
dc.language.isoenges_ES
dc.publisherJohn Wiley & Sonses_ES
dc.rightsclosedAccesses_ES
dc.subjectConcreteses_ES
dc.subjectCorrosiones_ES
dc.subjectgalvanostatic pulsees_ES
dc.subjectOhmic dropes_ES
dc.subjectpolarization Resistancees_ES
dc.subjectpotentiodynamic testses_ES
dc.subjectpotentiostatic pulsees_ES
dc.titlePolarization resistance measurements of bars embedded in concrete with different chloride concentrations: EIS and DC comparisones_ES
dc.typeartículoes_ES
dc.identifier.doi10.1002/maco.200905596-
dc.description.peerreviewedPeer reviewedes_ES
dc.relation.publisherversionhttp://dx.doi.org/10.1002/maco.200905596es_ES
dc.identifier.e-issn1521-4176-
dc.type.coarhttp://purl.org/coar/resource_type/c_6501es_ES
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.openairetypeartículo-
item.languageiso639-1en-
item.grantfulltextnone-
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