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dc.contributor.authorKongshaug, Simen Sørgaard
dc.contributor.authorKanstad, Terje
dc.contributor.authorHendriks, Max
dc.contributor.authorKioumarsi, Mahdi
dc.contributor.authorMarkeset, Gro
dc.date.accessioned2018-03-12T09:47:23Z
dc.date.available2018-03-12T09:47:23Z
dc.date.created2017-09-07T19:25:03Z
dc.date.issued2017
dc.identifier.isbn978-82-8208-056-9
dc.identifier.urihttp://hdl.handle.net/11250/2490058
dc.description.abstractAlkali-Silica Reaction (ASR) in concrete is a chemical process between dissolved alkali and hydroxyl ions from pore solutions in the cement paste, and reactive (amorphous) silica within the aggregates. The product of the chemical reaction is an alkali-silica gel that will increase in volume by water absorption. The result is expansion of the concrete and degradation of material properties. The deteriorating impact of ASR on concrete structures might be reduction in load bearing capacity, durability and service life. In this paper, the effects of ASR on concrete material are reviewed, and the challenges related to modelling the effects of ASR on the structural scale are addressed. Finally, plans for structural assessment on parts of an existing bridge in Norway are announced.nb_NO
dc.language.isoengnb_NO
dc.publisherNorsk Betongforeningnb_NO
dc.relation.ispartofNORDIC CONCRETE RESEARCH. Proceedings of the XXIII Nordic Concrete Research Symposium
dc.relation.urihttp://nordicconcrete.net/wp-content/uploads/2017/08/XXIII-NCR-Symposium-DEL-3-A7-B1-B4-proceedings.pdf
dc.titleChallenges related to structural modelling and assessment of concrete structures affected by alkali-silica reactionsnb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber175-178nb_NO
dc.identifier.cristin1491922
dc.description.localcodePublished by Norsk Betongforening.nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal


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