Issue 42
Correia et alii, Frattura ed Integrità Strutturale, 42 (2017) 136-146; DOI: 10.3221/IGF-ESIS.42.15
This procedure considers that the fatigue crack growth (FCG) data pertain to a random sample where all * i da dN are independent and there are no run-outs or suspended tests for the entire range of * K . Furthermore, the linear model
* da dN
is the estimative (estimator) for the values of FCG
for the Paris relation can be rewritten as Eq. (4) shows, where
i
rates.
*
* dN da
C m K *
*
(4)
i
i
The characterization parameters of the statistical analysis, such as the variance and the standard deviation must be defined. Regarding the variance of the log-normal distribution, it is constant and maximum likelihood estimators of * C and * m are, respectively, defined by Eqs. (5) and (6).
*
da
* K da
*
* dN C m i
k
k
* m K dN
*
*
i
(5)
k
k
i
i
1
1
* * i da da dN dN
* * i K K
k
i
1
*
m
(6)
* * i K K
2
k
i
1
* da
*
da dN
dN
, * K is the average value of * i K
where
is the average values of
and k is the total number of
i
* da
dN
and * K are determined as shown in Eq. (7).
readings during the test by specimen. The average values
*
da k dN
* K da k dN ; i
*
k
k
K
*
i
(7)
i
i
*
da dN
where * i K
represents the computed during the test of the stress intensity factor ranges and
represents the
i
readings during the test of the FCG rates. Concerning the standard deviation of the normal distribution for
log K , it is defined through the Eq. (8).
* * i i da da dN dN
k i
1
S
(8)
k
2
Aiming the definition of a design FCG curve, rectilinear confident bands were defined as Eq. (9) shows, where is an integer.
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