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Effect of time dependent corrosion rate on residual capacity of corroded RC beam

dc.contributor.authorKioumarsi, Mahdi
dc.contributor.authorHajmohammadian Baghban, Mohammad
dc.contributor.authorImperatore, Stefania
dc.date.accessioned2019-11-04T07:50:46Z
dc.date.available2019-11-04T07:50:46Z
dc.date.created2019-11-03T12:08:34Z
dc.date.issued2019
dc.identifier.citationIOP Conference Series: Materials Science and Engineering. 2019, 652 (1)nb_NO
dc.identifier.issn1757-8981
dc.identifier.urihttp://hdl.handle.net/11250/2626246
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.nb_NO
dc.language.isoengnb_NO
dc.publisherInstitute of Physics, IOP Sciencenb_NO
dc.relation.urihttps://iopscience.iop.org/article/10.1088/1757-899X/652/1/012031/meta
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleEffect of time dependent corrosion rate on residual capacity of corroded RC beamnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.volume652nb_NO
dc.source.journalIOP Conference Series: Materials Science and Engineeringnb_NO
dc.source.issue1nb_NO
dc.identifier.doi10.1088/1757-899X/652/1/012031
dc.identifier.cristin1743535
dc.description.localcodeOpen Access CC-BY. 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.nb_NO
cristin.unitcode194,64,94,0
cristin.unitnameInstitutt for vareproduksjon og byggteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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