| dc.contributor.author | Kalina, Martin | |
| dc.date.accessioned | 2016-09-27T07:08:37Z | |
| dc.date.available | 2016-09-27T07:08:37Z | |
| dc.date.issued | 2015 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 79-86 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/112057 | |
| dc.description.abstract | A computational algorithm of a discrete model of von Mises planar steel truss is presented.
The structure deformation is evaluated by seeking the minimal potential energy. The critical force
invented by mathematical solution was compared with solution by computer algorithm. Symmetric
and asymmetric effects of initial shape of geometric imperfection of axis of struts are used in model.
The shapes of buckling of von Mises planar truss of selected vertical displacement of top joint are
shown. | cs |
| dc.format.extent | 261459 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 | potential energy | cs |
| dc.subject | von Mises planar truss | cs |
| dc.subject | computer algorithm | cs |
| dc.subject | discrete model | cs |
| dc.subject | normal solution | cs |
| dc.subject | bending solution | cs |
| dc.subject | initial geometric imperfection | cs |
| dc.title | Numerical analysis of buckling of von mises planar truss | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |