000012494 001__ 12494
000012494 005__ 20160816141449.0
000012494 04107 $$aeng
000012494 046__ $$k2016-05-09
000012494 100__ $$aSokol, K.
000012494 24500 $$aSTABILITY OF A DAMAGED SLENDER STRUCUTRE LOADED BY A FORCE DIRECTED TOWARDS A POSITIVE POLE

000012494 24630 $$n22.$$pEngineering Mechanics 2016
000012494 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012494 506__ $$arestricted
000012494 520__ $$2eng$$aThis paper presents the results of numerical simulations and theoretical studies on the natural vibration frequency and instability of a slender system, which is loaded by a force directed towards a positive pole. It is assumed that the column has a defect in the form of crack. The Hamilton’s principle is used in the formulation of the boundary problem. The results focus on the shape of characteristic curves in the external load – natural vibration frequency plane as well as on the loading capacity.

000012494 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012494 653__ $$acolumn, crack, natural vibration, instability, positive pole.

000012494 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012494 720__ $$aSokol, K.$$iUzny, S.
000012494 8560_ $$ffischerc@itam.cas.cz
000012494 8564_ $$s279370$$uhttps://invenio.itam.cas.cz/record/12494/files/124bo_p_dyn.pdf$$yOriginal version of the author's contribution as presented on CD, id 124, section DYN.
000012494 962__ $$r12369
000012494 980__ $$aPAPER