Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/43589

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dc.contributor.authorCharpin, Laurentpor
dc.contributor.authorSanahuja, Julienpor
dc.contributor.authorTran, Nhu Cuongpor
dc.contributor.authorPetit, Laurentpor
dc.contributor.authorBremond, Olivierpor
dc.contributor.authorMontalvo, Josepor
dc.contributor.authorAzenha, Miguelpor
dc.contributor.authorGranja, José Luís Duartepor
dc.date.accessioned2016-12-21T11:35:52Z-
dc.date.issued2016-09-
dc.identifier.urihttps://hdl.handle.net/1822/43589-
dc.description.abstract[Excerpt] Introduction: EDF is a major energy producer in the world, operating 58 nuclear power plants in France. Nearly half of their concrete containment buildings are double containments whose leak tightness is primarily dependent on the integrity of the post-tensioned inner concrete containment building. The post-tensioning is calibrated in order to ensure that in case of an accident the concrete remains in compression. However, due to creep of concrete, it decreases in time. It is therefore important for EDF to have a detailed knowledge about the behavior of the concretes used in the containment buildings, in order to be able to predict the future evolution of creep, post-tensioning, and leak-tightness of buildings. [...]-
dc.language.isoengpor
dc.rightsclosedAccesspor
dc.titleMultiscale modeling of hydration, elasticity and creep of VeRCoRs concrete. Focus on creep characteristic timespor
dc.typeconferencePaper-
dc.peerreviewedyespor
sdum.publicationstatusinfo:eu-repo/semantics/publishedVersionpor
oaire.citationConferenceDate5 Set. - 9 Set. 2016por
sdum.event.typeconferencepor
oaire.citationConferencePlaceParis, Francepor
oaire.citationTitleTechnological innovations in nuclear civil engineering (TINCE 2016)por
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
sdum.conferencePublicationTechnological innovations in nuclear civil engineering (TINCE 2016)por
Aparece nas coleções:ISISE - Comunicações a Conferências Internacionais

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[63] TINCE2016_FP_000133.pdf
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