It can be noted from Table
9.3.6 that the ratios of crack growth lives for the two stress magnification
factors are nearly the same (within 2 percent) for the three stress
histories. The reason for this
happening can be justified on the basis of the crack growth rate behavior. Consider Figure 9.3.8
where both the crack growth life and crack growth rate behavior associated with
the scaled inner wing stress histories are described. Figure 9.3.8 shows that while the life
behavior is different, the crack growth rate behavior can be described by a
common curve. If the common crack
growth rate curve is a power law equation (Equation 9.3.1) then its integral
form, i.e.
|
(9.3.12)
|
can be written, using Equations 9.3.10 and 9.3.11, as
|
(9.3.13)
|
Figure 9.3.8. Flight-by-Flight Crack Growth Behavior
Exhibited for the Inner Wing (WS733) Stress History Scaled to two Different
Stress Levels
If all the stresses in a stress history are scaled, then the smax characterizing stress will be scaled
by the same factor. So, if the crack
growth interval remains the same, the life ratio (L0.903 / L1
where L1 = F and L0.903 = F
with lower stress) is given by:
|
(9.3.14)
|
Since all other factors in Equation 9.3.13 are constant, note
that the integral is only a function of geometry and once the geometry is
defined the stress level does not influence its value.
Using Equation 9.3.14 and the power law exponents given in
Table 9.3.5, the life ratio for the scaled stress histories is noted to vary
between 1.32 and 1.35 (lowest value of exponent yield lowest life ratio). The life ratio estimate based on the crack
growth rate power law exponent is noted to closely approximate the life ratios
given in Table 9.3.6. Thus, if one can
obtain an estimate of the crack growth rate power law exponent, then one can
closely approximate the effect of stress scaling on the crack growth life
behavior. Section 9.4 provides
additional information on the use of this analysis approach for estimating the
lives of structural repairs.
Independent of the above remarks, Equation 9.3.12 has an
important application for directly estimating the structural life of cracked
components. As an example of its use
for conducting such analysis, we compared the results of the computer analysis
with life estimates made using the data presented in Table 9.3.5 and Equation
9.3.13. These results are presented in Table 9.3.7, where it is seen that the power law life
prediction ratios, which are conservative relative to the least squares
procedure, result in estimates which more closely approximate the estimates for
all three stress histories.
Table 9.3.7. Ratio of Power Law Life Predictions (LPL) to Life Predictions (LCG)
(Ratio > 1, Unconservative)
Stress History
|
Stress Magnitude Factor =1
|
Stress Magnitude Factor =0.903
|
Flights
|
LPL/LCG
|
Flights
|
LPL/LCG
|
Least Squares
|
Graphical
|
Least Squares
|
Graphical
|
Center Wing (BL- 70)
|
6220
|
0.961
|
0.789
|
8300
|
0.773
|
0.632
|
Inner Wing (WS-733)
|
4115
|
0.752
|
0.769
|
5345
|
0.772
|
0.803
|
Outer Wing
|
2385
|
0.945
|
0.761
|
3117
|
0.977
|
0.790
|
Because the least squares determined coefficients are
insensitive to the accuracy with which the crack growth rate data are
described, it is suggested that the analyst comparatively review the least
squares results in a graphical format such as Figure 9.3.7. One reason for choosing the graphical method
is to emphasize the (log-log) lower portion of the crack growth rate
behavior. (The least squares procedure
results in a "best" fit to all the data).
When flight-by-flight crack growth rate behavior is shown to be
independent of stress scaling effects, the behavior will also be independent of
the geometry used to collect the crack growth life data. This has been shown for a number of aircraft
stress histories similar to those analyzed in this section.
One cautionary remark must be made relative to geometrical
effects - if one reduces crack growth life data using a stress-intensity factor
which is substantially in error of the actual stress-intensity factor for the
geometry, then the transference of the crack growth rate data from one geometry
to another will not be possible. In
other words, take care in reducing crack growth life data from structural
geometries where the stress-intensity factor is not well defined.