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BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI - Universitatea ...

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200 Ilare Bordeasu et al.<br />

In conformity with Fig. 4, after the crack initiation, the maximum danger is<br />

represented by the zone III, characterized by great propagation velocities<br />

leading to instable increases of the failure. In this zone, the velocity of crack<br />

propagation is correlated with the variation of the crack intensity factor, through<br />

the relation proposed by Forman [2]:<br />

(1)<br />

da<br />

dN<br />

n<br />

C(<br />

ΔK<br />

)<br />

( − R)<br />

K − ΔK<br />

= 1<br />

C<br />

= f (ΔK, R),<br />

where: C and n are constant values depending on the used material;<br />

ΔK = Kmax − Kmin<br />

- represents the variation of the stress intensity factor; KC<br />

- is the critical value of the stress intensity factor (breaking tenacity); R -<br />

represents the asymmetry ratio of the stress cycle.<br />

Expressed by Nr, the necessary number of cycles for the extension of the<br />

crack, the lifetime can be obtained by solving the equation for dN.<br />

Integrating both members it results:<br />

(2) ∫ dN = N − N = N = ∫<br />

N<br />

N<br />

f<br />

d<br />

f<br />

d<br />

r<br />

a<br />

a<br />

cr<br />

d<br />

da<br />

.<br />

f ( ΔK,<br />

R)<br />

With the equation (2) it is possible to calculate the number of cycles Nr<br />

necessary for the extension of the crack from the detectable length ad (for which<br />

corresponds the number of cycles Nd) till the critical length acr (which<br />

corresponds to the Nf number of cycles).<br />

For the lifetime computation (the final number of cycles Nr) it was used the<br />

specialized program AFGROW, developed by H a r t n e r at WRIGHT-<br />

PATTERSON AIR FORCE BASE [3] in order to estimate the lifetime of some<br />

components for fighter planes. It was taken into consideration a ring section,<br />

having an elliptical crack as can be seen in Fig. 5. For such geometry, the<br />

intensity factor was proposed by Raju and Newman [4] as being:<br />

a<br />

= t b , i e ,<br />

Q<br />

(3) K ( σ + H σ ) π F(<br />

a c,<br />

D , D , φ)<br />

I<br />

where σt - represents the axial stress applied to the shaft, σb - represents the<br />

bending stress, H and F depends on the crack geometry (crack depths and<br />

length), the shaft thickness and the frontal position of the crack, a is the depth<br />

and c the half-length of the crack,

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