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dc.contributor.authorBossio, Antonio
dc.contributor.authorImperatore, Stefania
dc.contributor.authorKioumarsi, Mahdi
dc.date.accessioned2020-01-30T10:41:13Z
dc.date.accessioned2020-01-31T10:26:42Z
dc.date.available2020-01-30T10:41:13Z
dc.date.available2020-01-31T10:26:42Z
dc.date.issued2019-06-29
dc.identifier.citationBossio, Imperatore, Kioumarsi MM. Ultimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosion. Buildings. 2019;9(7):1-13en
dc.identifier.issn2075-5309
dc.identifier.issn2075-5309
dc.identifier.urihttps://hdl.handle.net/10642/8027
dc.description.abstractWorldwide, steel corrosion is one of the greatest deterioration problems for reinforced concrete structures. Comparing some experimental results from literature with a complex FEM model, the present paper points out the principal aspects that characterize the static behavior of reinforced concrete (RC) elements damaged by corrosion. Moreover, the nondimensional abaci defined for some specific case studies finalized to the evaluation of the residual flexural strength of corroded elements highlight the dangerousness of the corrosion degradation if the failure of the element is governed by the steel.en
dc.description.sponsorshipThis research received no external funding.en
dc.language.isoenen
dc.publisherMDPIen
dc.relation.ispartofseriesBuildings;Volume 9, Issue 7
dc.rightsThis is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subjectCorrosionen
dc.subjectFinite element methodsen
dc.subjectDegradation abacien
dc.subjectFexural strengthen
dc.titleUltimate Flexural Capacity of Reinforced Concrete Elements Damaged by Corrosionen
dc.typeJournal articleen
dc.typePeer revieweden
dc.date.updated2020-01-30T10:41:13Z
dc.description.versionpublishedVersionen
dc.identifier.doihttps://dx.doi.org/10.3390/buildings9070160
dc.identifier.cristin1721103
dc.source.journalBuildings


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This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Except where otherwise noted, this item's license is described as This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.