Show simple item record

dc.contributor.authorKioumarsi, Mahdi
dc.contributor.authorHajmohammadian Baghban, Mohammad
dc.contributor.authorImperatore, Stefania
dc.date.accessioned2019-11-03T11:09:35Z
dc.date.accessioned2019-11-05T11:33:11Z
dc.date.available2019-11-03T11:09:35Z
dc.date.available2019-11-05T11:33:11Z
dc.date.issued2019
dc.identifier.citationKioumarsi M, Hajmohammadian Baghban MHB, Imperatore. Effect of time dependent corrosion rate on residual capacity of corroded RC beam. IOP Conference Series: Materials Science and Engineering. 2019;652(1)en
dc.identifier.issn1757-8981
dc.identifier.issn1757-8981
dc.identifier.issn1757-899X
dc.identifier.urihttps://hdl.handle.net/10642/7790
dc.description.abstractCorrosion is the most commonly severe defect in reinforced concrete (RC) structures and it mainly causes reduced rebar cross-section. The corrosion rate is the determining parameter of the progress of corrosion-induced damage. The present work is focused on the application of finite element (FE) analysis, using DIANA, to predict the residual capacity of reinforced concrete beam with different degree of corrosion. To this aim, existing experimental data is used to develop a FE model of corroded beams and to investigate their behaviour. This model is validated to predict the impact of time and current rate of corrosion on the residual load carrying capacity of corroded RC beams.en
dc.description.sponsorshipThis paper is part of the research convention “Effect of the corrosion on the steel-to-concrete interaction” between Niccolò Cusano University and Oslo Metropolitan University.en
dc.language.isoenen
dc.publisherIOP Publishingen
dc.relation.ispartofseriesIOP Conference Series: Materials Science and Engineering;Volume 652, Number 1
dc.relation.urihttps://iopscience.iop.org/article/10.1088/1757-899X/652/1/012031/meta
dc.rightsContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.en
dc.rights.urihttps://creativecommons.org/licenses/by/3.0/
dc.subjectCorrosionen
dc.subjectReinforced concrete structuresen
dc.subjectFinite element analysesen
dc.subjectCorroded beamsen
dc.titleEffect of time dependent corrosion rate on residual capacity of corroded RC beamen
dc.typeJournal articleen
dc.typePeer revieweden
dc.date.updated2019-11-03T11:09:35Z
dc.description.versionpublishedVersionen
dc.identifier.doihttps://dx.doi.org/10.1088/1757-899X/652/1/012031
dc.identifier.cristin1743535
dc.source.journalIOP Conference Series: Materials Science and Engineering


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
Except where otherwise noted, this item's license is described as Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.