| dc.contributor.author | Havran, Jozef | |
| dc.contributor.author | Psotný, Martin | |
| dc.date.accessioned | 2016-09-27T06:21:17Z | |
| dc.date.available | 2016-09-27T06:21:17Z | |
| dc.date.issued | 2015 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 37-42 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/112052 | |
| dc.description.abstract | The stability analysis of a thin rectangular plate loaded in compression is presented. The nonlinear
FEM equations are derived from the minimum total potential energy principle. The
peculiarities of the effects of the initial imperfections are investigated using the user program. Special
attention is paid to the influence of imperfections on the post-critical buckling mode. The FEM
computer program using a 48 DOF element has been used for analysis. Full Newton-Raphson
procedure has been applied. | cs |
| dc.format.extent | 904692 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.language.iso | fr | 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 | stability | cs |
| dc.subject | post-buckling | cs |
| dc.subject | initial imperfection | cs |
| dc.subject | finite element method | cs |
| dc.title | Postbuckling analysis of a rectangular plate loated in compression | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |