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http://hdl.handle.net/10261/47455
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Visualizar otros formatos: MARC | Dublin Core | RDF | ORE | MODS | METS | DIDL | DATACITE | |
Campo DC | Valor | Lengua/Idioma |
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dc.contributor.author | González, J. A. | es_ES |
dc.contributor.author | Feliú, Sebastián | es_ES |
dc.contributor.author | Rodríguez, P. | es_ES |
dc.contributor.author | López, W. | es_ES |
dc.contributor.author | Ramírez, E. | es_ES |
dc.contributor.author | Alonso, M. Cruz | es_ES |
dc.contributor.author | Andrade Perdrix, Carmen | es_ES |
dc.date.accessioned | 2012-03-26T07:55:50Z | - |
dc.date.available | 2012-03-26T07:55:50Z | - |
dc.date.issued | 1996 | - |
dc.identifier.citation | Materials and Structures 29(2): 97-104 (1996) | es_ES |
dc.identifier.issn | 1359-5997 | - |
dc.identifier.uri | http://hdl.handle.net/10261/47455 | - |
dc.description.abstract | [EN] This second part addresses some important issues that remain controversial despite the vast amounts of work devoted to investigating corrosion in concrete-embedded steel. Specifically, these refer to: 1) the relative significance of galvanic macrocouples and corrosion microcells in reinforced concrete structures; 2) the mechanism by which reinforcements corrode in an active state; 3) the best protective methods for preventing or stopping reinforcement corrosion; 4) the possiblity of a reliable prediction of the service life of a reinforced concrete structure; and 5) the best corrosion measurement and control methods. The responses provided are supported by experimental results, most of which were obtained by the authors themselves. | es_ES |
dc.description.abstract | [FR] Cette deuxième partie traite de quelques questions essentielles donnant encore matière à discussion, malgré la somme de travail consacrée à l'étude de la corrosion de l'acrier enrrobé dans le béton. Il s'agit plus précisément: 1) de l'importance relative des macrocouples galvaniques et des micropiles de corrosion dans la détérioration des structures en béton armé; 2) du mécanisme de corrosion des armatures dans une phase active; 3) des meilleures méthodes de protection pour prévenir ou arrêter la corrosion des armatures; 4) de la possibilité d'effectuer des prévisions fiables de la durée de service des structures en béton armé, et 5) des meilleures méthodes de mesure et de contrôle de la corrosion. La plupart des réponses apportées par les auteurs de cet article sont basées sur leurs propres résultats expérimentaux. | es_ES |
dc.language.iso | eng | es_ES |
dc.publisher | Springer Nature | es_ES |
dc.rights | closedAccess | es_ES |
dc.subject | Corrosion | es_ES |
dc.subject | Concrete structures | es_ES |
dc.title | Some questions on the corrosion of steel in concrete. Part II: Corrosion mechanism and monitoring, service life prediction and protection methods | es_ES |
dc.type | artículo | es_ES |
dc.identifier.doi | 10.1007/BF02486199 | - |
dc.description.peerreviewed | Peer reviewed | es_ES |
dc.relation.publisherversion | https://doi.org/10.1007/BF02486199 | es_ES |
dc.relation.csic | Sí | es_ES |
dc.type.coar | http://purl.org/coar/resource_type/c_6501 | es_ES |
item.openairetype | artículo | - |
item.grantfulltext | none | - |
item.cerifentitytype | Publications | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.fulltext | No Fulltext | - |
item.languageiso639-1 | en | - |
Aparece en las colecciones: | (CISDEM) Artículos (CENIM) Artículos (IETCC) Artículos |
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