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dc.contributor.authorJindra, Danielcs
dc.contributor.authorHradil, Petrcs
dc.contributor.authorKala, Jiřícs
dc.date.accessioned2021-01-29T15:57:38Z
dc.date.available2021-01-29T15:57:38Z
dc.date.issued2020-04-16cs
dc.identifier.citationMATEC Web of Conferences. 2020, vol. 313, issue 1, p. 1-9.en
dc.identifier.issn2261-236Xcs
dc.identifier.other168101cs
dc.identifier.urihttp://hdl.handle.net/11012/195940
dc.description.abstractNumerical approach using FEM has been used to describe the behaviour of concrete slab exposed to impact loading. 3D parametrical numerical model has been created, and the influence of various parameters values on model response is being investigated. The analyses have been conducted using explicit numerical solver of commercially available software LS-Dyna. The optimal adjustment of the model has been determined.en
dc.formattextcs
dc.format.extent1-9cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC Web of Conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00024/matecconf_dyn-wind20_00024.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectOptimalen
dc.subjectadjustmenten
dc.subjectFEen
dc.subjectmodelen
dc.subjectconcreteen
dc.subjectslaben
dc.subjectexposeden
dc.subjectimpacten
dc.subjectloadingen
dc.titleOptimal adjustment od FE model of concrete slab exposed to impact loadingen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
sync.item.dbidVAV-168101en
sync.item.dbtypeVAVen
sync.item.insts2021.03.01 16:54:09en
sync.item.modts2021.03.01 16:14:13en
dc.coverage.issue1cs
dc.coverage.volume313cs
dc.identifier.doi10.1051/matecconf/202031300024cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2261-236X/cs
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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Creative Commons Attribution 4.0 International
Except where otherwise noted, this item's license is described as Creative Commons Attribution 4.0 International