dc.contributor.author | Kioumarsi, Mahdi | |
dc.contributor.author | Hajmohammadian Baghban, Mohammad | |
dc.contributor.author | Imperatore, Stefania | |
dc.date.accessioned | 2019-11-03T11:09:35Z | |
dc.date.accessioned | 2019-11-05T11:33:11Z | |
dc.date.available | 2019-11-03T11:09:35Z | |
dc.date.available | 2019-11-05T11:33:11Z | |
dc.date.issued | 2019 | |
dc.identifier.citation | Kioumarsi 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.issn | 1757-8981 | |
dc.identifier.issn | 1757-8981 | |
dc.identifier.issn | 1757-899X | |
dc.identifier.uri | https://hdl.handle.net/10642/7790 | |
dc.description.abstract | Corrosion 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.sponsorship | This 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.iso | en | en |
dc.publisher | IOP Publishing | en |
dc.relation.ispartofseries | IOP Conference Series: Materials Science and Engineering;Volume 652, Number 1 | |
dc.relation.uri | https://iopscience.iop.org/article/10.1088/1757-899X/652/1/012031/meta | |
dc.rights | 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. | en |
dc.rights.uri | https://creativecommons.org/licenses/by/3.0/ | |
dc.subject | Corrosion | en |
dc.subject | Reinforced concrete structures | en |
dc.subject | Finite element analyses | en |
dc.subject | Corroded beams | en |
dc.title | Effect of time dependent corrosion rate on residual capacity of corroded RC beam | en |
dc.type | Journal article | en |
dc.type | Peer reviewed | en |
dc.date.updated | 2019-11-03T11:09:35Z | |
dc.description.version | publishedVersion | en |
dc.identifier.doi | https://dx.doi.org/10.1088/1757-899X/652/1/012031 | |
dc.identifier.cristin | 1743535 | |
dc.source.journal | IOP Conference Series: Materials Science and Engineering | |