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dc.contributor.authorLehner, Petr
dc.contributor.authorHorňáková, Marie
dc.contributor.authorKonečný, Petr
dc.date.accessioned2021-02-17T06:51:54Z
dc.date.available2021-02-17T06:51:54Z
dc.date.issued2020
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2020, roč. 20, č. 2, s. 17-22 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/142837
dc.description.abstractRC bridges are the typical structures exposed to the combined effect of carbonation, chloride ingress, and mechanical load. Due to this, the structures are susceptible to corrosion, which influences the load-carrying capacity and safety. An important part of the preparation for performance-based design is an analysis of the durability of existing structures to improve the reliability of available numerical tools. In this study, the correlations between compressive strength, chloride content, pH, exposure time, and risk factor were analysed. All were evaluated based on the in-situ measurements performed on regular inspections of 14 motorway bridges under service in the Czech Republic.cs
dc.languageNeuvedenocs
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttp://tces.vsb.cz/Home/ArticleDetail/504
dc.rights© Vysoká škola báňská - Technická univerzita Ostrava
dc.rightsAttribution-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.subjectcompressive strengthcs
dc.subjectfield inspectioncs
dc.subjectreinforced concrete bridgescs
dc.subjectchloridecs
dc.subjectcarbonationcs
dc.titleMechanical and Durability Parameters of the Concrete Bridges under Service in the Czech Republiccs
dc.typearticlecs
dc.description.placeofpublicationOstravacs
dc.identifier.doi10.35181/tces-2020-0012
dc.rights.accessopenAccess
dc.type.versionpublishedVersion
dc.type.statusPeer-reviewed


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