Free vibrations of a homogeneous nonlinear bulk-elastic medium, namely a solid with
negligible shear stiffness, occupying a bounded domain and nonuniformly deformed
under the action of a field of mass forces are investigated through variational
methods. The nonlinear constitutive law of bulk elasticity is assumed to be arbitrary,
the applied field of mass forces is assumed to be an arbitrary potential field, and
conditions of free sliding are prescribed on the whole boundary. The associated
problem of free vibrations corresponds to significantly nonuniform distribution of
mechanical parameters of the medium, which results in significantly varying
coefficients of governing equations — a case where standard methods are inapplicable
and results of analysis are almost absent. A crucial element of presented variational
analysis is the use of derived by the authors earlier the canonical form for the
second variation of the total potential energy. This canonical form enables to
state and prove a modified spectral theorem, and additionally a comparison
theorem for the free vibration frequencies of different media in different fields of
mass forces, provided the media occupy domains possessing the same or
similar shapes. For some special shapes, the bilateral bounds for all the free
vibration frequencies are obtained. The results are illustrated by clarifying
examples.
Keywords
free vibrations, bulk-elastic medium, field of mass forces,
variational methods, bilateral bounds for frequencies