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Correlation between Fracture Toughness, Charpy V-Notch Impact Energy, and
Yield Strength for ASTM A723 Steel
Article · March 1992
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AD-A249 142
[AD
ME-MORANDUM REPORT ARCCB-MR-92008
CORRELATION BETWEEN FRACTURE TOUGHNESS,
CHARPY V-NOTCH IMPACT ENERGY, AND
YIELD STRENGTH FOR ASTM A723 STEEL
T1
J. A. KAPP
J. IL UNDERWOOD
MARCH 1992
US ARMY ARMAMENT RESEARCH,
DEVELOPMENT AND ENGINEERING CENTER
CLOSE COMBAT ARMAMENTS CENTER
BENiT LABORATORIES
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APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
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4. 1IIU AND SUBTITLE
S. FUNDING NUMBERS
CORRELATION BETWEEN FRACTURE TOUGHNESS, CRARPY V-NOTCH
IMPACT ENERGY, AND YIELD STRENGTH FOR ASTM A723 STEEL
AMCMSj6111.02.H610.011
PRCN: 1AO5ZOCANMSC
C AUT•OR(S)
J.A. Kapp and J.H. Underwood
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ARCCB-MR-92008
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AGENCY REPORT NUMBER
Army ARDEC
Close Combat Armaments Center
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Submitted to Journal of Engineering Fracture mechanics.
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13. ANSTRACT (Afxtmum 200 wo'l)
A large quantity of data for ASTM A723 steel correlating yield strength, Charpy
impact energy, and fracture toughness has been compared with the Rolfe-Novak-Barsom
correlation.
The general conclusion is that this correlation is conservative,
because if we estimate fracture toughness from Charpy impact energy measurements,
the estimated toughness is less than the measured value.
The data may be somewhat
questionable, however, because the fracture toughness and Charpy impact energy
measurements were taken at different temperatures.
The results indicate that for
correlation purposes, the Rolfe-Novak-Barsom relationship is an adequate estimate
of fracture toughness based on Charpy impact energy and yield strength
measurements.
14. SUIJICT TERMS
15. NUMBER OF PAGES
Fracture toughness, Impact energy, High strength steel,
Correlation, Yield strength, Pressure vessel
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OF REPORT
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TABLE OF CONTENTS
INTRODUCTION
.1
PROCEDURE ....................................................................
2
SUMMARY AND CONCLUSION .......................................................
3
REFERENCES ................................................................
5
TABLES
I.
COMPILATION OF STRENGTH AND TOUGHNESS DATA FOR
ASTM A723 PRESSURE VESSEL STEEL .........................................
6
LIST OF ILLUSTRATIONS
1.
Comparison of measured Charpy impact and fracture toughness
correlation with the Rolfe-Novak-Barsom correlation for ASTM
A723 pressure vessel steel .............................................
"nC TAB
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Diet
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7
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INTRODUCTION
The Soecial Working Group on High Pressure Vessels of the Pressure Vessel
and Piping Division of ASME is writing a design code for high pressure vessels.
Many of the design methoas to be codified rely on a fracture mechanics analysis
and fracture toughness properties.
It
is
often difficult and expensive to
obtain valid fracture toughness properties from vessel forgings.
The historical
approach to fracture toughness measurement has been to conduct Charoy ,moact
energy tests.
There have been many empirical correlations developed over the
years to determine fracture toughness from Charpy impact energy.
famous is
the upper shelf correlation of Rolfe,
Novak,
The most
and Barsom (refs 1,2).
The Rolfe-Novak-Barsom correlation was developed based on the analysis of
numerous experimental measurements of fracture toughness and Charpy impact
energy for many steels of different composition and strength.
It
was found that
there is a linear relationship between the square of the toughness-to-yield
strength ratio and the impact energy-to-yield strength ratio.
This means that
if the yield strength and upper shelf Charpy V-notch impact energy are known,
then the fracture toughness can be determined.
The equation of the straight line that fits
the data was determined from
the data available to the developers of the correlation.
At that time,
there
was no bignificant data base for the toughness of ASTIM A723 steel--the steel
most commonly used to manufacture high pressure vessels.
report is
to determine if
The purpose of this
the Rolfe-tovak-Barsom correlation can be used to
estimate the fracture toughness of ASTM A723 steel from upper shelf impact
energy and yield strength measurements.
PROCEDURE
The Rolfe-Movak-Barsom upper shelf correlation is
CVN
5
given mathematically as
005)
ayV
where ay is
CVN is
the yield strength in Ksi,
lbs, and KIc is
the Charpy impact energy in
ft-
the fracture toughness in KsiYi-n.
Equation (1)
shows that there is
of the fracture toughness-to-yield
to-yield strength ratio.
a linear relationship between the sauare
strength ratio and the Charpy impact energy-
To determine the adequacy of Eq.
fracture toughness from impact energy for any material,
(1)
for estimating
both the fracture tough-
ness and the Charpy impact energy at various strength levels must be known.
From these data,
the correlation parameters
(ratios) can be determined and then
plotted.
The measured results are then compared with the values obtained from
Eq.
An analysis of this comparison will determine whether Eq.
(1).
(1)
is
ade-
quate to predict fracture toughness from Charpy impact energy.
Fracture toughness and Charpy impact energy data for ASTM A723 steel were
presented in graphical form by Underwood (ref 3).
tional unpublished results by Thornton (ref 4),
rable I.
A723.
That data,
are given in tabular form in
The composition of the steels in the table is
However,
the stels
along with addi-
generally that of ASTM
consist of various grades of ASTM A723 and have been
melted from various refining practices, although there is
no bias towards any
The strength range of the data does not
particular grade or refining practice.
encompass the entire range of the strength classes in ASTM A723.
Class 1 (100
Ksi minimum yield strength) and Class 2 (120 Ksi minimum yield strength) are not
represented,
but Classes 2a through 5 are well-covered in the table.
There is
fracture toughness and Charpy impact
one thing that biases the results here:
2
energy measurements were not made at the same temperature.
energy was measured at -40*F,
The Charpy impact
and the fracture toughness was measured at +700F.
The room temperature impact energy could be significantly higher than the low
temperature impact energy if
shelf minimum temperature.
the low testing temperature is below the upper
However,
that for the data reported here,
experience with this alloy (ref 5) suggests
the minimum upper shelf temperature should be
lower than -400F.
To determine the adequacy of the Rolfe-Novak-Barsom correlation,
the data
from Table I are normalized to the appropriate parameters for the correlation
and compared with the predicted relationship from Eq.
(1).
The normalized
parameters are the final two columns in the table and the comparison is
depicted
graphically in Figure 1.
An analysis of the plot shown in Figure 1 shows that Eq.
excellent lower bound of the measured data.
(1) provides an
Virtually all of the data fall
above and to the left of the Rolfe-Novak-Barsom correlation.
of the data fall below the line described by Eq.
(1).
Essentially,
Bounding the measured
data in this manner means that the Rolfe-Novak-Barsom correlation
ative.
none
For a given yield strength and Charpy impact energy,
is conserv-
the
Rolfe-Novak-Barsom correlation predicts a fracture toughness less than that
actually measured.
This underestimation could be the result of the different
testing temperatures.
SU•ARY ANO CONCLUSION
A large quantity of data for ASTh A723 steel correlating yield strength,
impact energy,
and fracture toughness has been compared with the
Rolfe-Novak-Barsom correlation.
is conservative,
because if
The general conclusion is
that this correlation
fracture toughness is estimated from Charpy impact
3
energy measurements,
value.
the estimated toughness is
The data may be$ somewhat questionable,
less than the actual measured
because the fracture
however,
toughness and Charpy impact energy were measured at different temperatures.
However,
experience with the alloy suggests that both toughness and Charoy
impact energy were upper shelf values.
correlation purposes,
Therefore,
it
is
our conclusion that for
the Rolfe-Novak-Barsom relationship is adequate for esti-
mating fracture toughness from Charpy V-notch impact energy and yield strength
measurements.
4
REFERENCES
1.
J.M. Barsom and S.T. Rolfe, "Impact Testing of Metels," ASTM STP 466, The
American Society for Testing and Materials,
pp.
2.
Philadelphia, PA,
1970,
281-302.
S.T. Rolfe and S.R. Novak,
"Review of Developments in Plane-Strain Fracture
Toughness Testing," ASTM STP 463, The American Society for Testing and
Materials,
3.
Philadelphia, PA,
J.H. Underwood.
1970, pp.
124-159.
Experimental Mechanics.
Vol.
18, No.
9, Seotember 1978,
pp. 350-355.
4.
P.A. Thornton, Private Communication,
Watervliet, NY,
5.
D.P. Kendall,
1970.
U.S. Army ARDEC,
Benet Laboratiries,
July 1990.
Materials Research and Standards, Vol.
10,
No.
12,
December
TABLE I.
YS
(MPa)
CVN
Kjý-
(MP9
.)
(J)
COMPILATION OF STRENGTH AND TOUGHNESS DATA
FOR ASTM A723 PRESSURE VESSEL STEEL*
YS
CVN
Kjý-
(Ksi)
(KsiV in. )
(ft-lbs)
CVN/YS
(KIc/YS)I
(ft-lbs/Ksi )
(in.
1090
184
61
158.1
167.5
44.9
0.28
1.12
1090
202
67
158.1
183.8
49.3
0.31
1.35
1090
202
69
158.1
183.8
50.7
0.32
1.35
1110
1110
1110
1110
1170
1270
1170
1170
1170
1170
1170
1210
1210
1210
1210
1210
1210
1210
1210
1210
1210
1210
1280
1280
1280
1280
190
190
187
187
157
157
157
165
165
165
165
140
140
140
140
140
140
166
166
166
166
166
126
126
126
126
57
60
56
53
41
42
44
41
42
37
37
24
25
26
27
28
29
31
32
33
35
31
25
30
34
24
161.0
161.0
161.0
161.0
169.7
169.7
169.7
169.7
169.7
169.7
169.7
175.5
175.5
175.5
175.5
175.5
175.5
175.5
175.5
175.5
175.5
175.5
185.7
185.7
186.7
185.7
172.9
172.9
170.2
170.2
142.9
142.9
142.9
150.2
150.2
150.2
150.2
127.4
127.4
127.4
127.4
127.4
127.4
151.1
151.1
151.1
151.1
151.1
114.7
114.7
114.7
114.7
41.9
44.1
41.2
39.0
30.1
30.9
32.4
30.1
30.9
27.2
27.2
17.6
18.4
19.1
19.9
20.6
21.3
22.8
23.5
24.3
25.7
27.2
18.4
22.1
25.0
17.6
0.26
0.27
0.26
0.24
0.18
0.18
0.19
0.18
0.18
0.16
0.16
0.10
0.10
0.11
0.11
0.12
0.12
0.13
0.13
0.14
0.15
0.16
0.10
0.12
0.13
0.10
1.15
1.15
1.12
1.12
0.71
0.71
0.71
0.78
0.78
0.78
0.78
0.53
0.53
0.53
0.53
0.53
0.53
0.74
0.74
0.74
0.74
0.74
0.38
0.38
0.38
0.38
1280
126
33
185.7
114.7
24.3
0.13
0.38
1280
1280
1280
1280
1280
1280
1280
1340
1340
1340
1340
1340
1340
126
146
146
146
146
146
146
122
122
122
122
131
131
29
25
30
34
24
33
29
23
25
27
28
23
25
185.7
185.7
185.7
185.7
185.7
185.7
185.7
194.4
194.4
194.4
194.4
194.4
194.4
114.7
132.9
132.9
132.9
132.9
132.9
132.9
111.0
111.0
111.0
111.0
119.2
119.2
21.3
18.4
22.1
25.0
17.6
24.3
21.3
16.9
1.8.4
19.9
20.6
16.9
18.4
0.11
0.10
0.12
0.13
0.10
0.13
0.11
0.09
0.09
0.10
0.11
0.09
0.09
0.38
0.51
0.51
0.51
0.51
0.51
0.51
0.33
0.33
0.33
0.33
0.38
0.38
*References 3 and 4
6
I
I
)
TABLE I.
YS
(MP&)
KI
CVN
(J)
(Ksi)
(Ksiý-in,)_
131
131
160
163
166
231
229
237
275
275
266
27
28
29
29
28
80
83
82
106
107
106
194.4
194.4
173.8
172.6
173.8
149.8
149.8
149.8
130.0
130.3
130.3
119.2
119.2
145.0
148.0
151.0
210.0
208.0
216.0
250.0
250.0
242.0
(-a)
1340
1340
1198
1190
1198
1033
1033
1033
896
898
898
CONT'D
I
YS
KI
I
CVN
(ft-lbs)
19.9
20.6
21.1
21.5
20.5
58.8
61.2
60.0
78.0
78.8
78.0
CVN/YS
(KIc/YS)2
0.10
0.11
0.12
0.12
0.12
0.39
0.41
0.40
0.60
0.60
0.60
0.38
0.38
0.71
0.74
0.75
1.97
1.93
2.08
3.70
3.68
3.45
(ft-lbs/Ksi)
I
I
(in.)
I
I
I
I
4.0-
L
3.5
1 d I
3.0
(Fracture
Toughness 2.5
2ata +4
Yield
Strength)
2
2.0
1.5
Measured
,
Rolfe-Novak-Barsom
Correlation
--
-
-
1.0
0.5
0.0
.-
0.0
0.1
0.2
0.3
0.4
0.5
0.8
0.7
Impact Strengh + Yield Stength (ft-lbsksl)
Figure 1.
Comparison of measured Charpy impact and fracture toughness
correlation with the Rolfe-Novak-Barsom correlation for ASTM
A723 pressure vessel steel.
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