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dc.contributor.authorComi, Claudia
dc.contributor.authorPignatelli, Rossella
dc.date.accessioned2020-07-16T08:48:09Z
dc.date.available2020-07-16T08:48:09Z
dc.date.issued2011
dc.identifier.isbn978-84-89925-78-6
dc.identifier.urihttp://hdl.handle.net/2117/193007
dc.description.abstractIn the present work we propose a three-phase chemo-elastic damage model for the description of the mechanical degradation of concrete induced by the Alkali Silica Reaction (ASR). The model accounts for ASR kinetics, depending on temperature and humidity conditions, and the swelling pressure exerted by the ASR reaction products on the skeleton. The model is validated on the basis of experimental tests on concrete reactive beams performed at varying ambient humidity conditions.
dc.format.extent12 p.
dc.language.isoeng
dc.publisherCIMNE
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshFinite element method
dc.subject.lcshCoupled problems (Complex systems) -- Numerical solutions
dc.subject.otherDamage, ASR, Humidity, Concrete
dc.titleA three-phase model for damage induced by ASR in concrete structures
dc.typeConference report
dc.subject.lemacElements finits, Mètode dels
dc.rights.accessOpen Access
local.citation.contributorCOUPLED IV
local.citation.publicationNameCOUPLED IV : proceedings of the IV International Conference on Computational Methods for Coupled Problems in Science and Engineering
local.citation.startingPage55
local.citation.endingPage66


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