
doi: 10.1137/0516016
The oscillatory behaviour of solutions of the equation \[ \frac{\partial^ 2u}{\partial t^ 2}+\alpha \frac{\partial^ 4u}{\partial x^ 4}-(\beta -\gamma \int^{L}_{0}(\frac{\partial u(\xi,t)}{\partial \xi})^ 2 d\xi)\frac{\partial^ 2u}{\partial x^ 2}+c(x,t,u)=f(x,t) \] ((x,t)\(\in (0,L)\times (0,\infty))\) is studied. This equation represents the generalization of Woinowsky-Krieger's model of an extensible beam. The cases of both hinged and sliding ends are analysed in detail. Second order ordinary differential inequalities are established and the sufficient conditions for the oscillatory behaviour are proved. The cases of beams with a combination of clamped, hinged and free edges are studied under the assumption \(\beta =\phi =0\).
sufficient conditions, Vibrations in dynamical problems in solid mechanics, combination of clamped, hinged and free edges, oscillatory behaviour of solutions, Second order ordinary differential inequalities, Rods (beams, columns, shafts, arches, rings, etc.), Oscillation theory, zeros, disconjugacy and comparison theory for ordinary differential equations, generalization of Woinowsky-Krieger's model of an extensible beam, hinged and sliding ends
sufficient conditions, Vibrations in dynamical problems in solid mechanics, combination of clamped, hinged and free edges, oscillatory behaviour of solutions, Second order ordinary differential inequalities, Rods (beams, columns, shafts, arches, rings, etc.), Oscillation theory, zeros, disconjugacy and comparison theory for ordinary differential equations, generalization of Woinowsky-Krieger's model of an extensible beam, hinged and sliding ends
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