Issue 38
D. Marhabi et alii, Frattura ed Integrità Strutturale, 38 (2016) 36-46; DOI: 10.3221/IGF-ESIS.38.05
The energy value corresponding to σ* for fatigue initiation crack is represented by:
2
2
2
2 ) (
2
2
y *
r *
2(
)
, 1
, 1
m Rb ,
Te
Rb
*
*
Rb
W
(5c)
W
E R E R 4 4
Uniax
Rb,d
E
4
The Iso-energy (Eq. 5c) is an ellipse on the cross-section of the specimen (Fig. 1).
Eq. 5a
Eq. 5c
*W ( Eq. 5c ).
Figure 1 : Dissymmetrical rotating bending ( Eq. 5a ) and line Iso-energy
The large half axis a * and the small half axis b *
defined by (Eq. 5c) are the ellipse axes:
2
2
2
b R * a R *
2
Te Rb Rb m Rb , 1 2 2 ,
, 1
(6a)
2
2 ) (
2
2(
)
, 1
, 1
Te
Rb
(6b)
2
Rb
Over-Energy under Dissymmetrical Rotating Bending (D.R.B) in the Ellipse Axes This part is dedicated to analyze the over-energy expressed in the ellipse support is:
W ds
2
2
I
*
Rb d ,
2
*
S
ce
, 1
, 1
Te
Rb
(7a)
WUniax
*
b a R R * *
E
4
S
RB d ,
2 1
R
The member term I ce is given by:
Rb d W y r d dr I I y , ( , )
I
Rb d W y r d dr y , ( , )
(7b)
Sc
Se
ce
c e
S c
and S e
are respectively the circular and the elliptical section (Fig. 1 (5c))
The Integral transformation in elliptical section gives
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