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dc.contributor.authorCzechowski, Leszek
dc.date.accessioned2017-09-07T07:36:30Z
dc.date.available2017-09-07T07:36:30Z
dc.date.issued2013
dc.identifier.citationMechanics and Mechanical Engineering Vol. 17, No. 1, 2013, str. 7–16en_EN
dc.identifier.issn1428-1511
dc.identifier.urihttp://hdl.handle.net/11652/1694
dc.description.abstractThis work deals with an analysis of isotropic or orthotropic girders subjected to transient dynamic loads. The duration of dynamic loading was assumed to be equal to a period of the natural fundamental flexural vibrations of a structure under analysis. Numerical calculations were performed with the finite element method using ANSYS® 11.0 software. The results of computations were presented as maximum angle of the 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.language.isoenen_EN
dc.publisherLodz University of Technology. Faculty of Mechanical Engineering. Department Division of Dynamics.en_EN
dc.publisherWydawnictwo Politechniki Łódzkiej. Wydział Mechaniczny. Katedra Dynamiki Maszyn.pl_PL
dc.relation.ispartofseriesMechanics and Mechanical Engineering Vol. 17, No. 1, 2013en_EN
dc.subjectfinite elements methoden_EN
dc.subjectcarbon–epoxy laminateen_EN
dc.subjectpost–critical deformation statesen_EN
dc.subjectthin–walled beamsen_EN
dc.subjectmetoda elementów skończonychpl_PL
dc.subjectlaminat epoksydowo-węglowypl_PL
dc.subjectkrytyczne stany po deformacjipl_PL
dc.subjectbelka cienkościennapl_PL
dc.titleDynamic Response of Viscoplastic Thin-Walled Griders in Torsion.en_EN
dc.typeArtykułpl_PL
dc.typeArticleen_EN


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