000003879 001__ 3879 000003879 005__ 20141118153343.0 000003879 04107 $$acze 000003879 046__ $$k2009-05-11 000003879 100__ $$aFrantík, P. 000003879 24500 $$aPost-critical behaviour of beam loaded by follower force 000003879 24630 $$n15.$$pEngineering Mechanics 2009 000003879 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague 000003879 506__ $$arestricted 000003879 520__ $$2eng$$aThe paper is focused on numerical simulations of a cantilever beam loaded tangentially by follower force at its free end (Beck’s column). Main purpose was to discover post-critical behaviour of the beam. 000003879 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000003879 653__ $$a 000003879 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009 000003879 720__ $$aFrantík, P. 000003879 8560_ $$ffischerc@itam.cas.cz 000003879 8564_ $$s8569567$$uhttps://invenio.itam.cas.cz/record/3879/files/Frantik-109-PT.pdf$$y Original version of the author's contribution as presented on CD, 109. 000003879 962__ $$r3852 000003879 980__ $$aPAPER