000021468 001__ 21468
000021468 005__ 20170522124356.0
000021468 04107 $$aeng
000021468 046__ $$k2017-05-15
000021468 100__ $$aValeš, J.
000021468 24500 $$aWEAK AXIS BUCKLING - ELASTIC RESISTANCE OF A COLUMN

000021468 24630 $$n23.$$pEngineering Mechanics 2017
000021468 260__ $$bBrno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
000021468 506__ $$arestricted
000021468 520__ $$2eng$$aA solid finite element model for lateral buckling of column was developed in Ansys software. It was tested for calculation of elastic resistance. Series of random realizations for a long range of nondimensional slenderness were created for this. As average relative differences as correlation between analytical results and results from Ansys software is presented.

000021468 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021468 653__ $$aLateral buckling, Column, Imperfection, Elastic resistance, Steel.

000021468 7112_ $$aEngineering Mechanics 2017$$cSvratka, CZ$$d2017-05-15 / 2017-05-18$$gEM2017
000021468 720__ $$aValeš, J.$$iKala, Z.
000021468 8560_ $$ffischerc@itam.cas.cz
000021468 8564_ $$s779887$$uhttps://invenio.itam.cas.cz/record/21468/files/1014.pdf$$yOriginal version of the author's contribution in proceedings, page 1014, section SOL.
000021468 962__ $$r21225
000021468 980__ $$aPAPER