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