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dc.contributor.authorPaciorek, Magda
dc.contributor.authorKanstad, Terje
dc.contributor.authorHendriks, Max
dc.contributor.authorKioumarsi, Mahdi
dc.contributor.authorMarkeset, Gro
dc.date.accessioned2018-03-23T13:15:58Z
dc.date.available2018-03-23T13:15:58Z
dc.date.created2017-09-07T19:29:42Z
dc.date.issued2017
dc.identifier.isbn978-82-8208-056-9
dc.identifier.urihttp://hdl.handle.net/11250/2491954
dc.description.abstractPrestressed concrete (PC) is one of the main structural materials used in Norway for bridge structures. Prestressed and precast concrete beams were even used for building the historical Atlantic Road, which has the status of a National Tourist Route and is of strategic importance for the infrastructure. Bridges located along the Norwegian coast are exposed to an aggressive marine environment, containing chlorides, which can be the cause of reinforcement corrosion. Severe deterioration of prestressed concrete structures may lead to serious consequences, including sudden and brittle failure. Reliable assessment of existing damages, as well as prediction of residual behaviour and service life is crucial for PC.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.titleThe effect of reinforcement corrosion on the structural behaviour of prestressed bridges in the Norwegian coastal regionsnb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber259-262nb_NO
dc.identifier.cristin1491926
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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