Dynamic response of viscoplastic thin-walled griders in torsion.
| dc.contributor.author | Czechowski, Leszek | |
| dc.date.accessioned | 2015-06-24T12:31:51Z | |
| dc.date.available | 2015-06-24T12:31:51Z | |
| dc.date.issued | 2012 | |
| dc.description.abstract | This work deals with analysis of isotropic or orthotropic girders subjected to transient dynamic loads. Numerical calculations were performed with the finite element method using ANSYS® software. The results of computation were presented as maximum angle of rotation of the girder in a function of the dynamic load factor, DLF (the ratio of pulse loading amplitude to static critical load). In study it has been taken into account apart from the elastic-plastic range of material with isotropic hardening as well as the strain rate effect described by Perzyna model. | en_EN |
| dc.identifier.citation | Stability of Structures. XIII-th Symposium. Zakopane, September, 17-21, 2012. Proceedings, pages 203-210 | pl_PL |
| dc.identifier.uri | http://hdl.handle.net/11652/676 | |
| dc.language.iso | en | pl_PL |
| dc.publisher | Politechnika Łódzka. Katedra Wytrzymałości Materiałów i Konstrukcji. | pl_PL |
| dc.relation.ispartof | Stability of Structures. XIII-th Symposium. Zakopane, September, 17-21, 2012. Proceedings | en_EN |
| dc.title | Dynamic response of viscoplastic thin-walled griders in torsion. | en_EN |
| dc.type | Artykuł | pl_PL |