| dc.contributor.author | Vyhlídal, Michal | |
| dc.contributor.author | Keršner, Zbyněk | |
| dc.date.accessioned | 2019-03-05T06:52:12Z | |
| dc.date.available | 2019-03-05T06:52:12Z | |
| dc.date.issued | 2018 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2018, roč. 18, č. 2, s. 73-79 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/134122 | |
| dc.description.abstract | The aim of this paper is to present the numerical
model of the fracture response of the test specimens
with a steel inclusion in the shape of the prisms
which length is equal to the specimen’s width. Specially
designed fine-grained cement-based matrix specimens
of the nominal dimension 40 x 40 x 160mm with inclusion
of 8 x 8 x 40mm and central edge notch serves
to determine of the influence of the interfacial transition
zone on the effective mechanical fracture parameters
of composite. The numerical models of three-point
bending test of these specimens are created in ATENA
software. | cs |
| 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.relation.uri | http://tces.vsb.cz/Home/ArticleDetail/466 | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | fine-grained composite | cs |
| dc.subject | interfacial transition zone | cs |
| dc.subject | numerical model | cs |
| dc.subject | steel inclusion | cs |
| dc.subject | three-point bending | cs |
| dc.title | Modelling of three-point bending test of beams with steel inclusion situated in the middle of the span | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.31490/tces-2018-0020 | |
| dc.rights.access | openAccess | cs |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |