STABILITY OF A DAMAGED SLENDER STRUCUTRE LOADED BY A FORCE DIRECTED TOWARDS A POSITIVE POLE
Abstract eng: This 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.
Contributors:
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Praha
Conference Title:
Conference Title:
Engineering Mechanics 2016
Conference Venue:
Svratka, CZ
Conference Dates:
2016-05-09 / 2016-05-12
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2016-08-16, last modified 2016-08-16
guest ::
