Environmental Engineering Reference
In-Depth Information
212°F
600°F
1000°F
1500°F
100
10
1
15
20
25
30
T
(20+Log
10
t
r
)
35
40
45
50
10
-3
3.19
Larson-Miller plot for various materials.
88
higher temperatures. It is then assumed to be equally valid for longer times
and lower temperatures thus allowing for extrapolation. The Larson-Miller
method
83
is based on this logic. The original Larson-Miller equation is given
by the following:
og
(
l
),
[3.49 ]
LMP
T
C
=
+
t
r
10
where LMP is the Larson-Miller parameter and
C
is a constant which was
assumed to be equal to 20 and was found to be reasonably accurate for
many materials. Plots of applied stress versus the LMP would then allow
extrapolation of short term data for long term predictions. Figure 3.19
shows a LMP obtained from short term tests for a variety of materials. It
is interesting to note the change in slope as lower stresses are approached.
Some of the other parameters which fall under the category of paramet-
ric methods are by Dorn and Shepherd,
84
Manson and Haferd,
85
Murry,
86
etc. However, LMP is quite commonly used in creep life predictions and
extrapolations.
Under graphical methods, there are procedures which seek to extrapo-
late rupture curves by direct manipulation of the plotted data. Grant and
Bucklin,
87
Glen,
88
Mendelsohn and Manson
89
and others proposed methods
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