Publication :
Chloride penetration model considering the microclimate

bul.description.provenanceembre / spbar (terminé)fr
bul.rights.dateAccepPubl2012-04-26fr
bul.rights.periodeEmbargoforeverfr
bul.rights.raisonEmbargoInfiniL’éditeur de la conférence ne fournit aucune information sur les autorisations de diffusion en libre accès dans un dépôt institutionnel. Nous avons communiqué avec l’éditeur. Lorsque nous aurons obtenu une réponse, nous appliquerons les conditions prescrites.fr
dc.contributor.authorConciatori, David
dc.contributor.authorDenarié, Emmanuel
dc.contributor.authorSadouki, Hamid
dc.contributor.authorBrühwiler, Eugen
dc.date.accessioned2021-07-08T16:21:56Z
dc.date.available9999-12-31
dc.date.issued2012-04-26
dc.description.abstractTwo main factors govern the ingress of chloride ions into concrete reinforced with ordinary steel reinforcement, from de-icing salts: (1) the cover concrete (permeability, thickness), and (2) the microclimatic conditions (humidity, temperature, concentration of de-icing salts) at the concrete surface. A numerical model of chloride transport, taking into consideration environmental conditions (temperature, humidity, snow, rain and salt spreading), was used to predict the chloride profiles in concrete representative of that found in bridge element, for two types of exposure to water (splash, mist). This model was applied for two different regions in Switzerland: on the plateau in Lausanne, where there is a relatively mild winter climate and in the Alps where there is severe winter climate.en
dc.identifier.doi10.1061/40707(240)8fr
dc.identifier.issn0097-417Xfr
dc.identifier.urihttp://hdl.handle.net/20.500.11794/69533
dc.languageengfr
dc.publisherAmerican Society of Civil Engineersfr
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subjectCorrosionfr
dc.subjectChloridesfr
dc.subjectMicroclimatefr
dc.subjectDiffusionfr
dc.subjectExposurefr
dc.subject.rvmBéton armé -- Corrosionfr
dc.subject.rvmIons chlorurefr
dc.subject.rvmMicroclimatfr
dc.subject.rvmDiffusion (Physique)fr
dc.titleChloride penetration model considering the microclimatefr
dc.typearticle dans une conférence
dc.type.legacyCOAR1_1::Texte::Contribution à une conférence::Actes de conférence::Article dans une conférencefr
dcterms.bibliographicCitationThird International Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems (2003)fr
dspace.accessstatus.time2023-05-26 18:23:48
dspace.entity.typePublication
relation.isAuthorOfPublication51155b88-8b8d-40a0-8f51-b321adca175c
relation.isAuthorOfPublication.latestForDiscovery51155b88-8b8d-40a0-8f51-b321adca175c
relation.isResourceTypeOfPublicationaa6eeffd-f91a-431f-9c1d-e88704115a8c
relation.isResourceTypeOfPublication.latestForDiscoveryaa6eeffd-f91a-431f-9c1d-e88704115a8c
rioxxterms.versionAccepted Manuscript (AM)fr
rioxxterms.version-of-recordhttps://doi.org/10.1061/40707(240)8fr
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