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Elemente de Tribologie - Catedra de Organe de Masini si Tribologie

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4. Ecuatia <strong>de</strong> echilibru are forma<br />

+ z x<br />

e<br />

( x,z) dx dz = 0<br />

N − p<br />

(4.21)<br />

−z<br />

x<br />

e<br />

i<br />

∫ ∫<br />

e<br />

Pentru cel mai <strong>si</strong>mplu caz <strong>de</strong> lubrificatie EHD trebuie rezolvat <strong>si</strong>stemul (4.12), (4.16),<br />

(4.19) <strong>si</strong> (4.21).<br />

4.5.3 Meto<strong>de</strong> <strong>de</strong> rezolvare a ecuatiilor regimului EHD<br />

Grubin <strong>si</strong> Vinogradova, folo<strong>si</strong>nd o metoda <strong>si</strong>mplificata, au reu<strong>si</strong>t sa rezolve pentru<br />

prima data ecuatiile EHD în conditii izoterme, pornind <strong>de</strong> la ecuatia<br />

dΠ<br />

dx<br />

= 6 ⋅ η<br />

0<br />

⋅ u<br />

0<br />

h − h<br />

⋅<br />

h<br />

m<br />

3<br />

(4.22)<br />

un<strong>de</strong><br />

−α⋅p<br />

1 − e<br />

Π = <strong>si</strong> u 0 = 2⋅u este viteza redusa <strong>de</strong> rostogolire.<br />

α<br />

Pentru rezolvarea acestei ecuatii, Grubin a facut mai multe ipoteze:<br />

a) Într-un contact hertzian lubrifiat, geometria este data <strong>de</strong> teoria lui Hertz, cu o<br />

translatare pe directia Oy a celor doua soli<strong>de</strong>.<br />

b) Filmul separator este continuu <strong>si</strong> nu modifica distributia <strong>de</strong> pre<strong>si</strong>uni.<br />

c) Pre<strong>si</strong>unea redusa Π atinge valoarea 1/α <strong>si</strong> are distributia din figura 4.16.<br />

Π<br />

1<br />

α<br />

0<br />

1<br />

Figura 4.16<br />

2<br />

p<br />

Din teoria hertziana au rezultat urmatoarele caracteristici:<br />

2 N<br />

- pre<strong>si</strong>unea maxima hertziana este data <strong>de</strong> σ H max = ⋅ ;<br />

π b ⋅ L<br />

- semilatimea contactului este<br />

- raza redusa (echivalenta) este<br />

- modulul <strong>de</strong> elasticitate redus<br />

b<br />

H<br />

R<br />

1<br />

2<br />

⎛ 4 ⋅ N ⋅ R ⎞<br />

= ⎜ ⎟ ;<br />

⎝ L ⋅ E′<br />

⎠<br />

e<br />

−1<br />

⎛ R1<br />

⋅R<br />

2<br />

⎞<br />

= ⎜<br />

R1<br />

R<br />

⎟ ;<br />

⎝ + 2 ⎠<br />

H<br />

−1<br />

⎡ 2 2<br />

1 ⎛1<br />

1 1 ⎞⎤<br />

2<br />

E ⎢ ⎜<br />

−ν − ν<br />

′ = ⋅<br />

⎟⎥<br />

⎢<br />

+<br />

⎣<br />

E1<br />

E<br />

.<br />

π<br />

⎝<br />

2 ⎠⎥⎦<br />

135

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