Nonlinear analysis of the failure of nuclear hermetic reinforced concrete structure due to extreme pressure and temperature

dc.contributor.authorKrálik, Juraj
dc.contributor.authorKrálik, Juraj
dc.contributor.authorKlabník, Maroš
dc.date.accessioned2017-03-20T09:05:33Z
dc.date.available2017-03-20T09:05:33Z
dc.date.issued2016
dc.description.abstractThis paper describes the nonlinear analysis of the reinforced concrete hermetic containment under an accidental temperature. The scenario of the hard accident in NPP and the methodology of the calculation of the failure temperature using the safety assessment are presented. The experimental and project material properties are taken into account in the safety assessment.cs
dc.format.extent726603 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 2, s. 72-84 : il.cs
dc.identifier.doi10.1515/tvsb-2016-0017
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/116957
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.urihttps://www.degruyter.com/downloadpdf/j/tvsb.2016.16.issue-2/tvsb-2016-0017/tvsb-2016-0017.pdfcs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights.accessopenAccess
dc.subjectnuclear power plantcs
dc.subjectcontainmentcs
dc.subjectnonlinearitycs
dc.subjectfailure temperaturecs
dc.subjectANSYScs
dc.titleNonlinear analysis of the failure of nuclear hermetic reinforced concrete structure due to extreme pressure and temperaturecs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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