| dc.contributor.author | Havran, Jozef | |
| dc.contributor.author | Psotný, Martin | |
| dc.date.accessioned | 2017-03-17T11:48:57Z | |
| dc.date.available | 2017-03-17T11:48:57Z | |
| dc.date.issued | 2016 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 2, s. 43-48 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/116953 | |
| dc.description.abstract | Elastic shallow shell of translation subjected to the external pressure is analysed in the paper numerically by FEM. Nonlinear equilibrium paths are calculated for the different boundary conditions. Special attention is paid to the influence of initial imperfection on the limit load level of fundamental load-displacement path of nonlinear analysis. ANSYS system was used for analysis, arc- length method was chosen for obtain fundamental load-displacement path of solution. | cs |
| dc.format.extent | 682923 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.relation.uri | https://www.degruyter.com/downloadpdf/j/tvsb.2016.16.issue-2/tvsb-2016-0013/tvsb-2016-0013.pdf | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | nonlinear stability | cs |
| dc.subject | incremental solution | cs |
| dc.subject | Newton-Raphson iteration | cs |
| dc.subject | arc-length method | cs |
| dc.title | Snap-through of the very shallow shell with initial imperfection | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.1515/tvsb-2016-0013 | |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |