| dc.contributor.author | Hokeš, Filip | |
| dc.date.accessioned | 2016-09-27T06:27:47Z | |
| dc.date.available | 2016-09-27T06:27:47Z | |
| dc.date.issued | 2015 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 43-52 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/112053 | |
| dc.description.abstract | The 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.extent | 2072472 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.language.iso | en | cs |
| dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | concrete | cs |
| dc.subject | fracture mechanics | cs |
| dc.subject | damage theory | cs |
| dc.subject | material non-linearity | cs |
| dc.subject | Menétrey-Willam | cs |
| dc.subject | FEM | cs |
| dc.subject | ANSYS | cs |
| dc.subject | multiPlas | cs |
| dc.title | Selected aspects of modelling of non-linear behaviour of concrete during tensile test using multiplas library | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |