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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)

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