BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI
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Bul. Inst. Polit. Iaşi, t. LVIII (LXII), f. 3, 2012 11<br />
2.2. Basic Equations of the Eringen-Nowacki Model in the Case of<br />
Steady Vibrations<br />
We consider an isotropic, homogeneous, and centrosymmetric micropolar<br />
3<br />
elastic solid occupying a region B ⊂ with piecewise smooth boundary ∂ B.<br />
The closed region B is the union of the sets B and ∂ B,<br />
that is B = BU ∂B.<br />
Let<br />
n be the components of the unit outward normal vector n to ∂ B.<br />
j<br />
We refer our considerations to the micropolar elastic medium<br />
B( λμαβγερJ<br />
, , , , , , , )<br />
described by the constants of micropolar elasticity theory λ,μ,α,β,γ,ε, the<br />
density ρ, and the rotational inertia J. All the physical fields defining a<br />
micropolar elastic state of the medium B are real valued functions of the<br />
position vector x called amplitudes.<br />
The fact that the function f is defined in the set B will be denoted by<br />
n<br />
f : B → . A function f belongs to the class C in the set B , and we write<br />
n<br />
this in the form f ∈ C ( B),<br />
if f and all partial derivatives up through n order<br />
are continuous in the set B , where n is a natural number. Generally, throughout<br />
the present paper we assume that the considered functions are sufficiently<br />
regular to make the applied procedures meaningful.<br />
The basic equations of the Eringen-Nowacki model, in the case of<br />
steady vibrations, can be divided into the following groups:<br />
i) the equations of motion in B<br />
where<br />
σ μ C B)<br />
1<br />
ji<br />
,<br />
ji<br />
∈ (<br />
2<br />
⎧<br />
⎪<br />
σ<br />
ji,<br />
j<br />
+ ρω ui + Xi<br />
= 0,<br />
⎨<br />
2<br />
⎪⎩ εijkσ jk<br />
+ μji,<br />
j<br />
+ Jω φi + Yi<br />
= 0,<br />
(2)<br />
are the amplitudes of the physical components of<br />
asymmetric stress force-stress tensor and asymmetric couple-stress tensor,<br />
respectively, X , Y ∈C 0 ( B ) are the fields of the amplitudes of body loadings<br />
i<br />
i<br />
2<br />
and body moments, respectively, and ui, φi∈ C ( B)<br />
are the amplitudes of the<br />
components of displacement and rotation vectors, respectively;<br />
ii) the geometric relations in B<br />
⎧⎪<br />
γ<br />
ji<br />
= ui,<br />
j<br />
−εkjiφk<br />
,<br />
⎨<br />
⎪⎩ κji<br />
= φi , j;<br />
iii) the constitutive relations in B<br />
(3)