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dc.contributor.authorHokeš, Filip
dc.date.accessioned2016-09-27T06:27:47Z
dc.date.available2016-09-27T06:27:47Z
dc.date.issued2015
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 43-52 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112053
dc.description.abstractThe subject of this paper is to describe some of the aspects manifesting in the use of the elastoplastic material model library multiPlas, which was developed to support non-linear computations in the ANSYS system. The text focuses on the analysis of numerical simulations of a virtual tension test in several case studies, thereby the text endeavours to describe the problems connected with modelling non-linear behaviour of concrete in a tensile area.cs
dc.format.extent2072472 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.subjectconcretecs
dc.subjectfracture mechanicscs
dc.subjectdamage theorycs
dc.subjectmaterial non-linearitycs
dc.subjectMenétrey-Willamcs
dc.subjectFEMcs
dc.subjectANSYScs
dc.subjectmultiPlascs
dc.titleSelected aspects of modelling of non-linear behaviour of concrete during tensile test using multiplas librarycs
dc.typearticlecs
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


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