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dc.contributor.authorRymeš, Jiří
dc.contributor.authorČervenka, Jan
dc.contributor.authorPukl, Radomír
dc.date.accessioned2023-05-26T06:21:42Z
dc.date.available2023-05-26T06:21:42Z
dc.date.issued2022
dc.identifier.citationActa Polytechnica. 2022, vol. 38, no. , p. 190-195.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/108354
dc.description.abstractThe safe and long-term serviceability of concrete structures is one of the methods how to improve the sustainability of the concrete industry. This study presents a pilot application of an~integrated system for online monitoring and service life prediction of concrete bridges. The system consists of strain gauges measuring the structural response coupled with a laser rangefinder for detection of the bridge-crossing traffic. The measured data were used for the development of a computational model of the bridge. Next, the deterioration models were applied to the model to assess the long-term mechanical behaviour. In this study, we considered chloride-induced reinforcement corrosion. The numerical data are given for 100-years-long service life prediction.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/8301
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleAdvanced modelling of concrete structures for improved sustainability
dc.typearticleen
dc.date.updated2023-05-26T06:21:42Z
dc.identifier.doi10.14311/APP.2022.38.0190
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Zobrazit minimální záznam

Creative Commons Attribution 4.0 International License
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