Selected aspects of modelling of non-linear behaviour of concrete during tensile test using multiplas library

dc.contributor.authorHokeš, Filip
dc.date.accessioned2016-09-27T06:27:47Z
dc.date.available2016-09-27T06:27:47Z
dc.date.issued2015
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.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.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.rights.accessopenAccess
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.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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