ELECTE U E
Transcript of ELECTE U E
Carderock Division AD-A268 605Naval Surface Warfare CenterBethesda. Md. 20084-5000
CRDKNSWC-SSM-61-93/01 April 1993
I Survivability, Structures, and Materials DirectorateResearch and Development Report
The Effect of Electric Discharge MachinedNotches on the Fracture Toughness ofSeveral Structural Alloysby
i J.A. Joyce, U.S. Naval AcademyR.E. Unk, Naval Surface Warfare Center
11 DTICELECTE
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93-19742
cc Approed for puMc relene; dbutwln Is unimled.
IIlo pIl
Carderock DivisionNaval Surface Warfare Center
CRDKNSWCOSM-61-93/01 April 1993
Survivability, Strumc and Matials DepatmentResearch and Development Report
The Effect of Electric Discharge Machined Notches on the
Fracture Toughness of Several Structural Alloys
Accesion For
NTIS CRA&Iby DTIC TAB
U..announced [l
J. A. Joyce, U.S. Naval Academy Justification ...................RE. Link, Naval Surface Warfare Center By
Dist, 7ibut~ion li
Availability Codes
Dist Avail and I orSpecial
Distribution Statement: Approved for public release; distrbution is unlimited.
CONTENTS
Page
LIST OF FIGURES ................................................. iv
LIST OF TABLES .................................................. v
ABSTRACT ....................................................... iii
ADMINISTRATIVE INFORMATION ................................... i
ACKNOWLEDGEMENT ............................................ ix
1.0 OBJECTIVE ................................................... 1
2.0 EXPERIMENTAL DETAILS ....................................... 32.1 Material Description ........... ............................. 32.2 Specimen Details .......................................... 32.3 Test Procedure ............................................ 5
3.0 ANALYSIS ................................................... S3.1 Equations ................................................ 83.2 Analysis Methods .......................................... 10
4.0 DISCUSSION OF RESULTS ....................................... 174.1 Resistance Curve Results ..................................... 174.2 Initiation Toughness Results ................................... 174.3 Improvement of the Common Method ............................ 36
5.0 CONCLUSIONS ................................................ 39
APPENDIX A ..................................................... Al
EER ENCES .................................................... 41
ine
LIST OF FIGURES
No.
Figure 1 EDM notch tip geometry appearance in (a) CS-19 aluminum specimenand (b) A533B steel specimen. ............................... 6
Figure 2 Schematic showing E813 procedure to obtain JQ using an offsetconstruction line procedure ................................. 11
Figure 3 Schematic showing proposed procedure to evaluate the best initial crack
length from unloading compliance results ........................ 13
Figure 4 Schematic of E1290 procedure to obtain 8 ....................... 14
Figure 5 Schematic showing the Common Method offset construction lineprocedure used to obtain 8 ................................. 15
Figure 6 J-R curves for the ASTM A302 alloy showing EDM and fatigueprecracked results ......................................... 18
Figure 7 J-R curves for the ASTM A515 alloy showing EDM and fatigueprecracked results ......................................... 19
Figure 8 J-R curves for the ASTM A533B alloy showing EDM and fatigueprecracked results ......................................... 20
Figure 9 J-R curves for the HY-100 alloy showing EDM and fatigue precrackedresults ................................................. 21
Figure 10 J-R curves for the ASTM A710 (HSLA-80) alloy showing EDM andfatigue precracked results .................................. 22
Figure 11 J-R curves for the CS-19 alloy showing EDM and fatigue precrackedresults ................................................. 23
Figure 12 8-R curves for the ASTM A302 alloy showing EDM and fatigueprecracked results ......................................... 24
Figure 13 8-R curves for the ASTM A515 alloy showing EDM and fatigueprecracked results ......................................... 25
Figure 14 8-R curves for the ASTM A533B alloy showing EDM and fatigueprecracked results ......................................... 26
iv
Figure 15 8-R curves for the HY-100 alloy showing EDM and fatigue precrackedresults ................................................. 27
Figure 16 8-R curves for the ASTM A710 (HSLA-80) alloy showing EDM andfatigue precracked results .................................. 28
Figure 17 8-R curves for the CS-19 alloy showing EDM and fatigue precrackedresults ................................................. 29
Figure 18 Ji evaluation for specimen FYW-512 .......................... 32
Figure 19 81 and S" comparison for specimen FYW-512 .................... 33
Figure 20 81 and 8xm comparison for specimen GFF-33 ...................... 35
V
LIST OF TABLES
No. pae
I Chemical composition and mechanical properties of materials used in this study(Values are in weight percent) ..................................... 4
2 Comparison of the average tearing modulus for fatigue precracked and EDMnotched specimens . ............................................ 30
3 Fracture toughness values for EDM notched and fatigue precrack specimens. 31
4 Comparison of average fracture toughness measured for EDM notched andfatigue precracked specimens ...................................... 33
5 Comparison of Aa at initiation using construction line slopes of 2.0 and 1.4..... 38
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ABSTRACT
Recent computatonal studies of the stress and strain fields at the tip of very sharpnotches have shown that the stress and strain fields are very weakly dependent onthe initial geometry of the notch once the notch has been blunted to a radius thatis 6 to 10 times the initial root radius. It follows that if the fracture toughness ofa material is sufficiently high so that fracture initiation does not occur in aspecimen until the crack-tip opening displacement (CLOD) reaches a value from6 to 10 times the size of the initial notch tip diameter, then the fracture toughnesswill be independent of whether a fatigue crack or a machined notch served as theinitial crack.
In this experimental program the fracture toughness (Jk and J resistance (J-R)curve, and CTOD) for several structural alloys was measured using specimenswith conventional fatigue cracks and with EDM machined notches. The results ofthis program have shown, in fact, that most structural materials do not achieveinitiation CTOD values on the order of 6 to 10 times the radius of even thesmallest EDM notch tip presently achievable. It is found furthermore that toughermaterials do not seem to be less dependent on the type of notch tip present. Somematerials are shown to be much more dependent on the type of initial notch tipused, but no simple pattern is found that relates this observed dependence to thematerial strength, toughness, or strain hardening rate.
ADMINISTRATIVE INFORMATION
The work reported herein was performed at the U.S. Naval Academy and the CarderockDivision, Naval Surface Warfare Center under the "Elastic-Plastic Fracture Mechanics of LWRAlloys Program," R.E. Link, Program Manager. The program is sponsored by the Office ofNuclear Regulatory Research of the U.S. Nuclear Regulatory Commission under InteragencyAgreement RES-78-104. The Technical Program monitor is Dr. S.N. Malik at the USNRC. Thiseffort was performed at CRDKNSWC under the supervision of Mr. T.W. Montemarano, Head,Fatigue and Fracture Branch (Code 614).
ACKNOWLEDGEMENT
This work was performed at the Naval Surface Warfare Center, and the U. S. NavalAcademy, both in Annapolis Maryland, under the program, "Elastic-Plastic Fracture Evaluationof LWR Alloys," Mr. RE. Link, Program Manager. The program is sponsored by the Office ofNuclear Regulatory Research of the U.S. Nuclear Regulatory Commission (NRC). The technicalmonitor for the NRC is Dr. Shah N.M. Malik. The authors would also like to acknowledge thehelp of Mr. Charles Roe of the Naval Surface Warfare Center and Mr. Wayne Farmer and Mr.John Hein of the U.S. Naval Academy.
vii
1.0 OBJECTIVE
Standard techniques for evaluating the fiacture toughness of a material involve testing a
notched specimen that contains a real crack at the tip of the notch. The crack is introduced by
fatigue loading the specimen at a load that is a small fraction of that required to initiate stable
tearing. The fatigue cracking procedure results in a very sharp, natural crack that is designed to
provide a high level of constraint and hence, a measurement of the fracture toughness near the
lower bound. The fatigue cracking procedure can be a time-consuming process and adds to the
cost and complexity of conducting fracture toughness tests. For many situations of practical
interest such as the testing of weldments, it may be difficult, if not impossible, to produce a
satisfactory fatigue crack that samples the material of interest. This is particularly true when
trying to measure the fracture toughness of a heat affected zone or local brittle zone in a
weldment. Residual stresses and inhomogeneity of material properties can lead to unsatisfactory
crack fronts that do not sample the desired material or microstructure. Fracture toughness testing
procedures could be greatly simplified if a very sharp, machined notch could be used as the
initial crack in lieu of a real fatigue crack.
Conventional machining methods cannot produce a sharp enough notch that can
adequately simulate a fatigue crack. Work by Joyce and Gudas[1] showed that machined notches
with sharp tips (- 0.001 in. radius) but with included angles of 60W caused the measured J,
fracture toughness to be elevated by a factor of between three and four for an HY130 steel. Over
the past decade, advances in electric discharge machining (EDM) equipment and procedures have
made it possible to produce much narrower notches than previously available with notch tip radii
on the order of 0.002 inches. It is a simple matter to produce slots in typical fracture specimens
that are 0.004 in. wide with a O.002 in. root radius at the tip of the notch. The advantage of an
EDM notch over a fatigue crack is that the EDM notch can be located precisely at the
microstructure of interest and the notch will be perfectiy straight.
A basic assumption of elastic-plastic fracture mechanics is that a single parameter, the
crack tip opening displacement (CTOD) or J integral is sufficient to describe the stress and strain
distribution at the tip of a crack and that crack initiation occurs when this parameter attains a
1
critical value. The fracture toughness is defined as the critical value of this parameter at the
onset of significant ductile crack extension. Recent computational studies of the stress and strain
fields at the tip of sharp notches have shown that the stress and strain fields are very weakly
dependent on the initial geometry of the notch once the notch has been blunted to a radius that
is 6 to 10 times the initial root radius'. It follows that if the fracture toughness of a material is
sufficiently high so that fracture does not occur in a specimen until the CTOD reaches a value
from 6 to 10 times the size of the initial notch tip diameter, then the fracture toughness will be
independent of whether a fatigue crack or a smooth notch served as the initial crack.
The objective of this experimental program was to measure the fracture toughness, 8, and
Jk, and resistance curves (CTOD-R and J-R) for several sructural alloys using specimens with
conventional fatigue cracks and also with EDM notches. The results were then compared in
terms of the ratio of the measured CTOD at crack initiation to the initial notch radius. It is
expected from the preceding argument, that low toughness alloys will demonstrate a dependence
of fracture toughness on the crack tip geometry, while tougher materials will not.
'Private communication, C.F. Shih, Brown University, USA, 1991.
2
2.0 EXPERIMENTAL DETAILS
2.1 Material Description
Six steel alloys and one aluminum alloy were examined in this investigation. Three of
the steels were pressur= vessel steels, ASTM A302, A533 Grade B, and A515. Two were high
strength structural steels, HY-100 and ASTM A710 and the aluminum was a magnesium-
molybdenum aluminum alloy, CS-19. This selection of alloys provides a wide range of strength
and toughness with which to evaluate the effects of EDM notches on toughness. The aluminum
alloy and HY-1O0 steel have a CTOD fracture toughness (using standard fatigue pre-cracked
specimens) on the order of the EDM notch width used in this study. The remaining steels have
a CTOD firactur toughness which is greater than the width of the EDM notch to varying degrees.
The chemical composition and mechanical properties of the materials used in this study are listed
in Table 1. The strain hardening exponent, N, was determined from the relationship2
M. I. 1 (1)
where N-1/n.
2.2 Specimen Details
The specimen geometries used in this investigation were IT C(T) and IT SE(B)
specimens. The C(T) specimens were used for the CS-19 aluminum and A710 steel and wer
1 in. thick. SE(B) specimens were used for all other tests. The A302 and A515 steel specimens
were 2 in. thick and the HY-100 and A533B steel specimens were 1 in. thick. All specimens
were side grooved to a depth of 10% of the specimen thickness on each face. The SE(B)
specimens had a flex bar mounted on one face of the specimen to measure the load-line
displacemenL
2 Anderson, T.L. and Dodds, R.H., Jr., "Simple Constraint Corrections for Subsize Fracture
Toughness Specimens," ASTM International Symposium on Small Specimen Test Techniques andTheir Application to Nuclear Reactor Vessel Thermal Annealing and Plant Life Extension,January 29-30, 1992, New Orleans, LA.
3
Table 1 Chemical composition and mechanical properties of materials used in this study(Values are in weight percent).
I-
ASTM ASTM ASTM HY-100 ASTM CS-19A302,Gr.B A515.Gr.70 A533. Gr.B A710
Cawbn 0.18 0.28 0.19 0.16 0.04
Mang== 1.24 0.82 1.28 0.26 0.59 0.8
Pbasphom 0.012 0.009 0.012 0.003 0.005
Sulfur 0.023 0.028 0.013 0.009 0.004
Silicon 0.22 0.21 0.21 0.19 0.25 0.
NiWJWJ - - 0.64 2.78 0.90
Ciromium - - 1.57 0.70 0.10
Molybdenum 0.47 0.55 0.42 0.19
Aluminsm m - - - - Bal.
hrn Bal. Bal. Bal. Bal. Bad. 0.07
Copper - - - 1.17
Vanadium - - 0.003 0.003
Titanium - - - 0.06
Columbium M- - 0.03-
Magnesium - - 8.42
Beryllium - - 0.001
0.2% YS. Mpg 393 262 443 747 511 251(ksi) (57) (38) (64.7) (109) (74.6) (36.4)
UTS, Mps 538 517 622 877 601 408(ksi) (78) (75) (90.8) (128) (87.7) (59.2)
%EIan. in 50 33 35 26 16.5 33 24mm (2 in.)
Red. of Area, 68 54 60 57 74 29
Hmaning 9 5 9 15 15 7Expoae NL
4
Notches were prepared by wire electric discharge machining to extend the crack starter
slot a minimum of 0.2 in., resulting in a final notch length, a/W, between 0.6 and 0.7. The wire
diameter was 0.004 in. The EDM operation resulted in approximately semi-circular notch tips
with a radius of 0.002 in. Photographs of the notch tip in a CS-19 aluminum and an A533B steel
specimen are shown in Figure 1.
2.3 Test Procedure
Fracture toughness tests were conducted using the unloading compliance technique and
following the guidelines in the relevant ASTM standards, E813, El 152 and E1290. The loading
was carried out until a total crack extension of approximately 0.2 in. was achieved. Some results
for the fatigue pre-cracked specimens waoe obtained from pre-existing data, and these had been
tested to different final crack extensions. AD data sets were analyzed using the equations and
methods described in the following sections. J integral calculations were made using the crack
growth corrected J equations of ASTM El 152, and these calculations ame acceptable for Jk
calculations according to ASTM E813. The ClOD (8) calculations were made using two
different equations so that comparisons between ASTM E1290 and the new ASTM Task Group
E24.08.01 "Common Method"3 procedure could be made. In order to obtain the most accurate
comparison of Jk and 6, values, the initialization procedure that has recently been developed by
ASTM Task Group E24.08.03' was applied to all data. This procedure evaluates an average
initial crack length that is then used for all crack extension estimations. This method avoids
arbitrary "eyeball" data shifts that have characteristically been applied to J-R curves before
evaluation of both Jk and 8, values.
All testing was conducted at temperatures corresponding to the upper shelf for each
3"Standard Method for Measurement of Fracture Toughness," Draft 11, September 1992.Working document of ASTM Task Group E24.08.01, American Society for Testing andMaterials, Philadelphia, PA 19103.
""Standard Test Method for J-Integral Characterization of Fracture Toughness," Draft 8-4,January 1993, Working document of ASTM Task Group E24.08.03, American Society of Testingand Materials, Philadelphia, PA, 19103.
5
10o
CE
C6
esW0
Q %
--, - -
- to..
"• r• .6
matmia. TMh HY-100, A710, A302 and CS-19 alloys were tested at room tempeatu•e. TMw
A533B specimens were tested at 240"F and the A515 specmens were tested at 3027P.
7
3.0 ANALYSIS
3.1 Equations
The I resistance curme were calculated using the equations of El 152-87. The J integral
was caculated using the relationship that
___+____ (2)
where K, is taken from Test Method E399-90 for the SE(B) specin-n:
PIS (3)
with:
Aa/) -3(a/W)" 2 [1.99- (a/ W)(1 -a/') (2.15- 3-93(a/W)+2.7(a/V9) (4)2 (1 + 2al)(I)( -a/W)VR
and IC.) for the CMl is:
with:
,Ka*) C2+ a )[0.866 + 4.64a/W - 13-32(a/W9 + 14.72(a/W? - 5.6(a/WY'Aa/W)-2.a/0 (- a/W?
For both the SE(B) and C( specimens:
+C I.r4Ib .) B . Y b g
where for the CM specimen:
1j = 2.0 + 0.522 bW, and '6 - 1.0 + 0.76 b/W,
and for the SE(B) specimen:
Tj = 2.0 and yj = 1.0.
For CTOD calculations, individual 8 values were calculated in two ways. For the ASTM
E1290 8 calculations the equation used was:
8.r 2(1-V2), ,Wa, 82UnE r,(W-a•)ao÷z
where the center of rotation is defined by r,. with r,=0.44 for the SE(B) and r,=0.4(l+a) for the
CMT) specimen with a defined by:
and vo is the plastic component of the crack mouth opening displacement measured at a
distance z outside of the specimen crack surface. Ibis equation estimates the crack tip opening
displcment at the position of the origina crack tip using the origind crack length for al
9
calculations, i.e. for the calculation of K, r,, and b. = (W - a.).
For the ASTM E24.08.01 "Common Method"5 6 calculations the equation used was:
2,o= + (W-ao+Aajy, (10)2o,,E [r,(w--ad +a +z4
with Aa being the crack extension that has occurred since the beginning of the test.
This "Common Method" equation is estimating the CTOD at the original crack tip using
a specimen center of rotation that is adjusted to account for the true crack length as the testproceeds.
3.2 Analysis Methods
Values of the fracture toughness at the initiation of stable tearing, Jk and 8b were
determined for each specimen in accordance with the procedures in E813 and E1290,
respectively. The Jk procedure of ASTM E813 involves a fit of a two parameter power lawequation to the J-R curve data in an "exclusion zone" just beyond the point of ductile crack
initiation, as shown in Figure 2. The JQ point is evaluated from the intersection of this best-fit
power law and an offset line as shown on Figure 2, and becomes JI if specimen size and other
criteria ane satisfied. This method of evaluating 1k is very sensitive to value of the initial crack
length used to estimate the crack extension of each data point on the J-R curve (or S-R curve).
The ASTM E813 method requires the use of a pre-test initial crack length, which often is not the
best value to use for the evaluation of Jk- A new method has recently been developed by a
'"Standard Test Method for Measurement of Fracture Toughness," Draft 11, September 1992.Working Document of ASTM Task Group E24.08.01, American Society for Testing andMaterials, Philadelphia, PA 19103.
10
300
"I~iI
ItI
2000 0.5 1.0 1i5 2.0
Crack Extension. &a (mm)
Figure 2 Schemati showing ES813 procedure to obtain JQ using an offset construction line
11
working group of ASTM Subcommittee E24.08.03' which fits a construction line to the initial
Ji - a1 data to evaluate a best-fit average initial crack length for use in estimating Aa and hence
the J-R curve and Jk. This procedure has been used for all results presented here. The schematic
in Figure 3 shows how this method fits a "construction" line with the equation J=2crAa to the
J-R curve data with 0.2JQ 5 J1 < 0.6JQ and then extrapolates to the abscissa to evaluate a average
initial crack length. This crack length is used for the evaluation of the J and 8 resistance curves
and then for the evaluation of Jk and Bi.
The procedure for evaluating Bi given in ASTM E1290 involves fitting a three-parameter
power law to the initial region of the 8i-R curve, as shown in Figure 4, and then evaluating the
CTOD at a crack extension of 0.2 mm (0.008 in.) using a vertical fine as shown in Figure 4.
This procedure is simpler than the E813 J,, procedure described above, but it is even more
sensitive to the initial crack length that is used to calculate the Aa, values used to generate the
8-R curve. As discussed further below, this procedure has serious flaws, and often results in
toughness measures that severely underestimate the true toughness of the material.
The Common Method Subcommittee has proposed an alternative procedure for
determining the CTOD initiation fracture toughness for implementation in a common fracture
toughness testing standard under development. The proposed procedure is very similar to the
E813 J1, procedure with a two-parameter power law fit to the data near crack initiation and
defines the initiation point as the intersection of the fitted curve with a line offset from the
blunting line as in the procedure for Jk. A schematic of this method is shown in Figure 5. This
value of CTOD has been denoted as ic8 (subscript CM for Common Method) in this report to
distinguish it clearly from the E1290 8 quantity. One objective of the "Common Method" is to
make this value of CTOD at "initiation" correspond to the J1, initiation point of the E813
procedure. In this work, correspondence is taken to mean that for a given specimen the Jk and
""Standard Test Method for J-Integral Characterization of Fracture Toughness," Draft 12,March 1993, Working Document of ASTM Task Group E24.08.03, American Society for Testingand Materials, Philadelphia, PA, 19103.
12
300
JU
100/
31 32 33
Crad Length a
lFigure 3 Schematic showing proposed procedune to evaluate the best •iniia crack lengthfrom unloading compianc results.
13
0.I I II
I I II
0.3
6mO.165(0.03p'5+"d)0 7
0 0.5 1.0 152.0
Cradc Extnslon, &a% (mm)
Fig=r 4 Schemutic of E1290 procedur to obtain .
14
0.3
*PoMt used for regressionansiysft
d2
0
6, ~0.2mm ~ inelfm x
00 0.5 1.0 1.5 2.0
Cmdc Extnsin. A%, (mrm)
Fig= 5 Schematic showing the Common Method offset constrcdon line procedure used
to obtain
is
6, values obtained would relate to the sane amount of ductile crack extension. In a later section
a modification of the Common Method is proposed which improves the correspondence of the
JI and 8,= crack inimiaton measures.
16
4.0 DISCUSSION OF RESULTS
4.1 Resistance Curve Results
J-integral resistance curves for EDM notched and fatigue cracked specimens are plotted
in Figure 6-11 for each material. Detailed listings of the results from each test are included in
Appendix A. A quick perusal of these figures shows that, as expected, some materials appear
to be very sensitive to the type of notch used, while some materials are quite insensitive.
Unfortunately, it does not appear that a simple toughness criteria amply predicts which materials
are sensitive and which are not. CTOD resistance curves for the same set of specimens ae
presented in Figure 12-17 and they show exactly the same pattern as demonstrated by the J-R
curves. In all cases the resistance curves of EDM specimens are elevated in comparison with
the fatigue precracked specimens. In some instances, the elevation is small and the resistance
curves overlap somewhat as shown by the A515 alloy while the A533B alloy shows a modest,
but clear, elevation, and the CS-19 aluminum shows a dramatic effect, with an elevation by a
factor of 3 at a given value of crack extension.
The material tearing resistance, defined as:
Ta M E dI (11)
is evaluated for each material/notch geometry data set at a crack extension of I mm (0.039 in.)
in Table 2. Both modest increases and dectcases seem to result for the EDM notch geometry.
The low toughness materials, HY-100 steel and CS-19 Aluminum show a 31% decrease and a
55% increase, respectively. The high toughness A710 alloy seems to be unaffected by the notch
geometry, while the intermediate toughness materials are only modestly affected by the presence
of the EDM notch. The numbers in Table 2, for instance, show a toughness decrease of 19% for
the A515 steel, yet this does not seem justified looking at the J-R curves of Figure 7 which
shows that considerable data scatter is present for the four specimens tested in this case. It
appears that the data is too limited to make any clear conclusion except that no strong effect
seems to be present when the fatigue crack is replaced by an EDM notch.
17
300 J-R CURVES FYX A302 ALLOY
2700 ASTM A302 GR. B 21C
2400 4r
1 0 o
' 180 0OBv O
' 150 000150 !0- o )° ýb 0
)! 0 FYX-5160 FYX-527
30c
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.21
CRACK EXTENSION in
igure 6 J-R curves for the ASTM A302 alloy showing EDM and fatigue precracked
re suhts.
18
----- 0 0l i17 FYX 52
n(EDllMI m l Iin i
2000 J-R CURVES FYW A515 ALLOY
1800-
1600 AST As5s GR. "0 15oC 0
1400 0 va a a
CM o , Vovo0 0 °v°0
Ic 1200e cf1000- & 0
.00
100800 v160600 o A FYW-514 (EDM)
V FYW-516 (EDM)
0 FYW-51240 0 FYW-518
20
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24
CRACK EXTENSION in
Fig=m 7 J-R cwves for the ASTM A515 alloy showing EDM and fadlgue Pnrakd
msulti.
19
500 J-R CURVES A533B ALLOY
4500-- ASTM A533B GR. B 115C
4000& A
at0 A 0~ ~V V% 0 o0 03500- AO v 0 0 0
0 0 0
2v 0 o0
00 0 000d:0
2000 00 0
150C A Al o o
V A3 (EDM)100 0 A4 (ED0)
0 C3
50 0C
0 0.03 0.06 0.09 0.12 0.15 0.19 0.21 0.24
CRACK EXTENSIONI in
Fig=~ 8 J-R cwves for the ASTM A533B alloy showing EDM and fatigu precracked
results.
20
J-R CURVES FYO ALLOY
2000
1800- HY-100 21C o3 r3V
1600 O AoA
140C -
< 120
C 20C V
• 4 1000 C3
80 0 F0O-2 (EDM)Boo 0 V F YO- 6 (EDM]0FY0-8 (EDM)
60( 0 FYO-1500 FYO-151
40C
20(
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24
CRACK EXTENSION in
Fig=r 9 J-R curves for the HY-100 alloy showing EDM and fadlgm pecrmked ItsuhL
21
12000 J-R CURVES GFF ALLOY
RSLA-80 ALLOY 21C 0
10000 0 0 o(pdo 00 0
0 0
8000-
Cz---N.0
4000 V60000
2010 04000- 4tr0" O GFF-33
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 0.27 0.3
CRACK EXTENSION in
Figut 10 J-R curves for the ASTM A710 (HSLA-80) alloy showing EDM and fMigue
prec r .sul.
22
100O0 J-R CURVES FGN ALLOY
900- CS-19 ALUMINUM 21C
800 --I •oc vv90 00
70 130
N n Do
" 600 Za 00
.0 xewDD13
a- 4Qo A 0 0 0 O0
30 0 8ýýA FGN-10 (EDH)V FGN-12 (EDM)
20 0 FGN-16 (EDM)0 FGN-31
10 0 FGN-60FGN-57 (INVALID)
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 0.27 0.3
CRACK EXTENSION in
Figu= II J-R curves for the CS-19 alloy showing EDM and fatigue pu cck results.
23
S0.0. ,,CTOD-R CURVES FYX ALLOY
0.045-ASTM A302 GR. B 21C 130.034- O
0.03- 00
00.0 25 0 00 00
S0.02 O; 0 7 0000
0.02 00 0
.01 0 & FYX-511 (EDM)0 V FYX-524 (EDM)
0.0. 0 0 FYX-526 (EDM)0 FYX-516
.00 .. 0 FYX- 521
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24
CRACK EXTENSION in
Figure 12 8-R curves for the ASTM A302 alloy showing EDM and fatigue prcrackld
results.
24
0.0 CTOD-R CURVES FYW ALLOY
0.04-0.04AST A GR. '70 150C
0.0'
0.03- 0o0 V
4 ov 0• V A aez0.025 00A
o 0.02 ,o VO 0
0.015 fAFYN-514 (EDM)
V FYW-516 (EOD)0.01 0 0 FYW-512
0 0 FYW-518
0.00
0 " I I0 0.03 0.06 0.09 0.12 0.15 .0.18 0.21 0.24
CRACK EXTENSION in
Figure 13 6-R curves for the ASTM A5I5 alloy showing EDM and fatigue premwckd
results.
25
CTOD-R CURVE A533B ALLOY0.0.
0ASTM A533 GR B 115C 0
'~00
0 0 00 0
0.04 0:
V7000
0.02- A
A Al (EDM)V A3 (EDM)
0.01 0A4 (EDo)
0 C3
! I I " , II
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 0.27
CRACK EXTENSION in
Figure 14 S-R curves for the ASTM A533B alloy showing EDM and fatigue prerackm d
results.
26
0.0 CTOD-R CURVES FYO ALLOY
0.027
HY-100 21C0.024
0.021- Va 13
0.010Vr~
0.12 0.01
0.009
A FYO-2 (EDM)0.006 FYO-6 (EDM')
a FYO-8 (EDM)0.003 O FYO-150
0 FYO-151
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 0.27
CRACK EXTENSION in
FIgum 15 6-R curves for the HY-100 alloy showing EDM and fatigue pmoccked iesults.
27
CTOD-R CURVES GFF ALLOY
0.0o- 00
0.08- HSLA-8o 21C vc
0.017 0
0.06- 0
-4'. 0.05 tVO00o. AV0~
t 0*0.04-0
0.03 0
A GFF-42 (EDM)
0.02 '0 0 V GFF-44 (EDM)0 GFF-33
0.01 0 GFF-34
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 0.27
CRACK EXTENSION in
Figure 16 S-R curves for the ASTM A710 (HSLA-80) alloy showing EDM and fatigue
precacked results.
28
CTOD-R CURVES FGN ALLOY0.0'•,
0.021-CS-19 ALUMINUM 21C
0.024 -A FGN-10 (EDM)
0.021-- V FGN-12 (EDM)o FGN-16 (EDM)o0.01 0 FGN-31 c0 FGN-60
-4a FGN-57 (INVALID) 0 0
00.015 .Af 0o o0o
0.012 00 0 00
0.009 % vA 0 30 0
zqn 0. 0 , 01 ! 00.00 0 0)%0 0 90 Cos
0.00
0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 0.21
CRACK EXTENSION in
Figure 17 8-R curves for the CS-19 alloy showing EDM and fatigue pcawcked sults.
29
Table 2 Comparison of the average tearing modulus for fatigue prcacked and EDMnotched specimens.
MW -1 -m -I_____Puu m)M • dIIr
A32 134. 14L 5.2
A515 134. iU. -19.
HY-ROS 41k5 22. -1.
A~iO 20• 2A710 260. aft 0
CS-19.3 12.9 SS.
4.2 Initiation Toughness Results
JI, 8j, and 8", calculated as descuibed in the previous section, are tabulated in Table 3.
The analysis used for J, for specimen FYW-512 is shown in Figure 18, while the calculations
of Bi and Bm are shown for the sam specimen in Figur 19. The average values of fracture
toughness for each material are tabulated in Table 4. Some material scatter is clearly present
with J values ranging by up to 17% om heaverage, 8 values ranging up to 12% fromthe
average, and 6c values ranging up to 16% from the average. In all cams, the EDM notched
specimens exhibited higher initiation toughness than the fatigue precracked specimens. The
elevation in fracture toughness varied from 11% to 152%, depending on the materi and speific
measure of fracture toughness considered As would be expected, the CrOD toughness
designated in the Common Method is consistently higher than that measured according to ASTM
E1290 and it ranks the materials in exactly the same fashion as does the J, measure of E813.
The E1290 definition of 8, unfairly penalizes higher toughness materials that exhibit
substantial crack tip blunting prior to tearing. This is clearly evident in the case of the ASTM
A710 steel. The A710 steel had the highest J. toughness of all materials tested In term of k
the A710 ranked third in toughness, just below that of the A302 steel, which had a J, of
a maly one-third that of the A710. According to E1290, the critical event occurs at a
fixed amount of crack extension, 0.008 in., regardless of whether the crack has actually begun
to aw. The A710 steel is stl exhibiting blunting behavior at this point, and as shown on
30
Table 3 Fracture toughness values for EDM notched and fatigue precracked specimens.
MMIw SFCM- NaICh k T 6, am Asa-AID Typ" OW.~) .8 h) Om.) Is 4amM
""""in" - - -Oma) 00I.)h
364M 123.m OW 0.00 00096 0.0145 0.0129 -11.0
AMZ 1Y-2 D 77 249. 0.0091 0009 0.0146 0.0131 .10.3
Frx-56 EOM 913 147. 0.06 0.0104 0.014 0&0133 -10.2
FYX-516 Pulp. 566 125. 010061 0.00621 1.0123 0.0112 -8.9
FYX.5Z7 FuIg. 730 144. 1007 0.00751 41.0135 0.0119 -11.9
ASM PW54 EU 614 107. 0.006 41.001147 0.013 M.0123 4&9ASS YW-S16 Imm 709 109. 0.0097 0.0103 0.0149 0.0113 -10.7
FYW-512 Pulp. 534 121 &.0061 0.0070 0.0129 0.0116 -9A
ASTM AtlE 1334 206. 0.0132 &0147 0.0196 &0154 -22.2A 533 - - - - -at a A3 ) 2237 10. 0.0148 1.0196 .027 0.0179 -21.1
A4 E 2020 170. 0.0110 0.0169 &0210 0.0165 -21A4
F C1 Fm*-~ 1292 15m 8.0"6 10117 &0.01 0.01Q0 -14.1
CSm ftigia 3599 1. 0.010 0.013 10133 0014 -19.1
my-too FYO-2 EM929 32.6 0.0050 0.0037 0.0120 1.0106 -11.7
FY06 3D 47 35.3 0.0051 0.0047 0.01127 010105 -10.3
FYO-3 E2II loss 211 0.0054 1.0056W &0126 0.0109 -13-5
FY0-3) Fatqu 748 33! 10039 a.031 a0113 &0100 .11.5
FYO-J4 Foilp 653 431.2 A 0.003 0034 &0109 010096 -10.1
FYO-150 PulfeS 701 XI 1.0034 &.003M 0.0111 010099 10.9
PYO-IS1 Pum*. 715 54A6 0.0035 0.00363 &0111 0.0099 -10.5
HSLA40 OPP.42 EDA 4063 229. 10097 10343 M.0339 10C20C2 -40.
GFFLd4 1DM 3659 250. 0.0103 0.0317 0.0311 0.0139 -39.
OFMlI %ft-. 2336 235. 0.0067 0.0172 1.0256 &0146 -35.
GMP34 paulp. 2010 244. 0.007 0.0125 1.0204 &.0143 -29.9
(3-19 PGN-10 1DM 464 13.6 0.0064 0.006 0.0129 0.0113 -12.4Akb ON-12 EDM 488 12.4 1O" 00662068 &.0133 1.0115 -13.5
VON-Il 1DM 406 12.7 0.0035 0.0056 &0123 010106 -12.2
VON-31 Pal6 .. 175 LS 0003 0.0021A 0.009 10092 -7.6
PON-57 Pulp. 171 7A 000231 0.00241 0.009 10094 -6.7
VON-60 Puti. 200 9.0 00029 0.0027 1.0102 10093 -7.2
31
1200
A FYW-512 A515 STEEL
1000- 0
800-
-, il
400
200w- Exclusion Zone
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09
CRACK EXTENSION in
Fig=re 18 Jk evaluation for spcime FYW-512.
32
0.01-4 - FYk-512 A515 STEEL
0.0120.o1 -
00. 008-
0 .0 0 6 - B I8 C H
0.004• Exclusion Zone
0,
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09
CRACK EXTENSION in.
Figure 19 8 and 6c comparison for specitmn FYW-512.
33
Table 4 Comparison of average fracture toughness measured for EDM notched and fatigueprecracked specimens.
- 0-s m , -0 m m -ldalmal
Faftm UM FA WU am rdm SM a
A30 6"8 4 3 06 0.0093 41 0.0069 o.o 45
AS5 594 692 16 .0063 o.0092 44 M.el 0.0094 16
A5335 1445 1917 38 0.0100 0.0135 35 0.0126 0.0171 36
BY-oiO 706 947 34 0.006 0.0053 47 0.0036 0.0052 43
AT10 23 3861 59 0.013 0.01 20 0.0IS m 54
(•-19 II1 453 1 &00 =@ 0.00a 121 t.06 0.0063 W 42
Figure 20, it does not start to tear beyond blunting until approximately 0.4 mm of crack tip
blunting has occurred (as indicated by the change in slope of the data in the early portion of the
R curve). The definition of CTOD initiation proposed in the Common Method is (nearly - see
below) consistent with the definition of Jk, given in E813, and hence makes some allowance for
blunting behavior by specifying that initiation is defined to occur at a fixed offset from the
blunting line.
None of the fatigue precracked specimens had an initiation CTOD toughness that was on
the order of 10 times the initial diameter of the EDM notch tip. The toughest materials, A533B
and A710 had average 8,m's of 0.0126 in. and 0.015 in., respectively, which is from 3.1 to 3.8
times the initial notch tip diameter. It is not clear that structural materials indeed exist which
will demonstrate a 8,, measured in any reasonable fashion, that is on the order of 0.040 in., and
it certainly seems clear that weldments of this toughness are not a likely development in the near
fature. Thus, while the original hypothesis could not be verified, it seems clear that the use of
EDM notches must be expected to result in higher initiation toughnesses, and if they are used
to position a crack tip in a specific microstructure, some procedure would have to be used to
correct the data for the presence of the EDM notch root radius.
It was expected that the tougher materials would show lower elevation than less tough
34
0.0.
0.05-
0.04-/
0.02-
0.01-- Exclusion Zone
A HSLA-90 GFF-33
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09
CRACK EXTENSION in.
Figuis 20 6j and &cm coaparis for specime OFF-33.
35
materials. This ntnd was not observed in this investigation. The lowest toughness material, CS-
19 aluminum, acted as expected by showing the greatest increase in toughness due to the EDM
notch. For this material, the EDM notch tip diameter was approximately equal to the initiation
toughness of a precracked specimen and the EDM notch specimen had an elevation on the order
of 140% over the precracked specimen. The highest toughness materials, A533B and A710,
showed smaller, but still substantial increases in crack initiation toughness (38% and 59% for Jk
and 75% and 36% for 86.). On the other hand, the A302 and A515 materials, with intermediate
CTOD toughness, showed less sensitivity to the EDM notch, with increases in J,, of 36% and
16% respectively, and increases in 8wm of 45% and 16%. The HY-100 alloy, with the second
lowest toughness in CTOD terms, shows the second lowest dependence on the notch tip radius.
The sensitivity of the initiation fracture toughness to the EDM notch does not seem to
correlate with the strain hardening of the steel either. The HY-100 and A710 steel both have
swain hardening exponents, N-15 and the tougher A710 showed a greater sensitivity to the EDM
notch than the HY-100. On the other hand, the A302 and A533B both have N-9. For these two
materials, the tougher A533B showed less sensitivity to the EDM notch than the A302. These
coaflicting trends indicate that there is not a one-to-one relationship between strain hardening and
sensitivity of the fracture toughness to the presence of an EDM notch.
4.3 Improvement of the Common Method
The slope of the Common Method construction line that is used to evaluate 8,c was set
as 2.0, assuming a circular opening of the crack tip. Comparing the crack extension at crack
initiation that results from this assumption with the crack initiation at J, of E 813, as shown in
Table 3, demonstrates that this definition of 8= is not very consistent with Jk- An improvement
can be made if work of Paris eC al.[2], Shih [3] or Rice et. al.[4] is used giving:
A da (12)da O
36
with a = 0.65 to 0.7, and substituting dJ/da = 2q7 gives
S- 2 - 1.3-1.4 (13)
which implies that the slope of the 8 blunting/onstruction line should have a slope of between
1.3 and 1.4 to be consistent with the slope of 2 0f used by E813 and the Common Method for the
cae of bend type, plane strain ts specimens. Recalculating 6,0 using a construction line slope
of 1.4 gives the results shown in Table 5. It is clear that the B., values have changed only
slightly, but the crack extension at the initiation point has become much more consistent with that
resulting from E813. The differenc between the crack extension at J' and 64., however, is
greatly reduced using the smaller construction loe slope, with the diffeences being reduced from
a maximum of 40% to a maximum of 12.5%.
37
Table 5 Comparison of Aa at initiation using construction line slopes of 2.0 and 1.4.
Uufiumier Spedin a) No"i L. hM As ma 5ý AsM D~iftoType 006) (111) 0h.0
Slonpe a IA
AS2)4 FYX4331 0.0103 0.0145 0601546 ý62A32FYX-534 EDM Moll0 0.0146 0.0158 L.2
FYX-326 EDU 0.0113 &.0149 &.0161 &13
FYX-S16 Pulp.o 0U066 0.0123 U.129 4.9
0.-Z M02O0135 &.0140 3.7
00MFW31 A 135 0.0144 &.7AP1 FW-31G sM &.0109 0.0149 0.0156 &.0
0Y.1 F* LO7 0128 060134 4.7
FY-1 W0 .060.0139 0.0149 7.2
ASTM Al EDM 0.0170 CO0IN O02.1 IsA53A3 EM 0L0211 0.0=7 0 2.2
A4 EM ".194 &.0210 0.0219 4.3
cl Pulp.9 060129 0.0143 U.173 6.3
03 Pulta &03047 0.0133 0.0133 1.1
BY-100 PY062 EDM 0.052.010 U.116 -1.7
PY066 EDM 0.0049 0.01 17 0.01 16 AS.
PY04 EDM U.058 &.0126 060122 .32
FY04) Pulp. U.040 0.01 13 OL0109 345
P70-14 Polpe 0.0036 &.0109 0.0107 -1.8
PYO-ISO PuA*. 0.0037 0.0111 0.0106 -2.7
PYO0151 Pulp. 0.0031 0.011 &03006 -2.7
31SLA40 OFF42E 0.0309 CA0M) U.306 -9.7
O~IEM 0.OM7 0.0311 0028 -9.3
OFF-33 Fawn. G.03M 0.025 &=4 -32.5
0Wq44 Pup. 060151 am*30 0.013 .7.6
CS.l9 POW20 EM006 .190.0123 40.Ahub .I12 EDM 0.007 U.133 O0.031 -ij
FGW.16 EM &.0056 060123 U.121 .1.0
~3.3 ul.0.0= 0.009 0.0097 -2.3
Fat=7 &up.0023 "t0o0 MC0I0 1.0
~~1NO= &u .0601000 0.009 .1-1
38
5.0 CONCLUSIONS
The following are the principal conclusions derived from this effort:
1) Wire EDM notches cannot be substituted for fatigue pre-cracks in fracture
mechanics tests for any of the materials studied in this program without large
changes in the measured initiation toughness resulting. The smallest EDM notch
tip radii that could be cut were appiximately 0.002 in. (0.05 mm) which was on
the order of 1/5 the initiation CTOD measured - using the Common Method
technique. The original precept of the work was that stuctural materials with
initiation CTOD values on the order of 6 to 10 times the initial notch radius
would likely be independent of the initial notch or fatigue crack geomet•y. This
precept was not fully tested since it was found that few, if any, structural materials
were tough enough to meet this criterion.
2) A pattern relating the initiation toughness notch geometry to material toughness
was not found in this work. High toughness alone did not seem to make a
material less sensitive to the initial crack tip geometry. Some materials were
much more sensitive to the initial notch radius, but it was not necessarily the less
tough materials that were the more sensitive.
3) The J-R curves slope, and the general shape of both the J-R and 8-R curves
seemed quite insensitive to the type of notch geometry present in the specimen.
If ductile tearing instability was the mode of failure of principal interest, then the
use of EDM notches might be practical.
4) In general, if EDM notches were to be used, a research study is necessary to
evaluate the effects of the blunt notches, and in all likelihood a correction would
be necessary to estimate the true Jk, 81, or resistance curve that would be present
if fatigue cracks existed in the structural application.
39
5) The initiation ClOD method of the ASTM E24.08.01 Common Method is
strongly preferred in comparison with that of ASTM E1290. The E1290 method
arbitrarily shortchanges the tougher materials by assuming that the onset of ductile
tearing always occurs at 0.2 mm or 0.008 incheL The results of this work show
that this is certainly not the case. The offset blunting line method of the Common
Method document seems to give an initiation point consistent with the Jk
measurement point of ASTM E813. A modification of the Common Method
constuction line slope is recommended, based on these results, which
the correspondence between Ju and the Common Method 8,.
40
APPENDIX A
Dma Tabls for Individu"l Specimn
A-1
~I ~ Jos R3
a4a
-- - -- - -- - ------ ,
d dddddddddddddddl I I codeacoccddddddIdcd Ic
rpfh~ %m AMR-
8R_ flu - I RO
1!if 12H tI dIIldddddddddd
2~~ ~ 9StoI ~ p9 92922ta t
- -- --- -- -- A-2---
si cdo
ldd Hd dd d o ddadddodc ddddddaddddddddddd
-Ot~4- Cv
V0~' ----------
~ '0V~NN e'g-'N ~ - v01 soa- W,0-~
- dd -dddd diiddddadddddddd IdddcJ S
T 0VpR1llRM
l W H R a-..1d::dd:§Citlooo llq ddddddddddddddd
88 ddddddddddddddOdddd OdOddddd
a mlg"P-M0 OfUB'0 fillf0 e4'0WjN l N t
- dg:dddddd do0 ddddddoc - - = - -ddd
A--- 31
Hiciififl ao fool:I
I oHofoliffliffiffil ioootoo, 2§42Hooo9
- -- -- - "AM((4(4(' '
Iy14 Z 4 4 "4 C
1 -- 4q'-'
lb el-ri elo
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A ddd dddddodeddooddoooddddddddddddddddd
--- d-coddddddddodd ooodddddddddooood
et- W. lesI 9Imi ~~ ~ ~ ' Mal 54 B akipla
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coo ~~~~-4 --------
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VIVO"cco
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Oh ~ h W I Eq~OMENOh
ddddddwdd;;§
],-: III- go 11 HIS t- .13 25
ll:E!idd lllldlidd do diiiid dddddddddcddcc
88 11 ~V I dil dliddiiffill- 1111ifl Ifcl [it 1hS
w ddd7645cd-dwddd
------- ------- ------ A-5---------
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83
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REFERENCES
[1] Joyce, J.A. and Gudas, J.P., "Computer Interactive Jk Testing of Navy Alloys," Elasic-
Plastic Fracture, ASTM STP 668, J.D. Landes and G.A Clarke, Eds., American Society
for Testing and Materials, 1979, pp. 451-468.
[2] Paris, P.C., Tada, L, Zahoor, A., and Ernst, H., "The Theory of Instability of the Tearing
Mode of Elastic-Plastic Crack Growth," Elastic-Plastic Fracture, ASTM STP 668, J.D.
Landes and G.A. Clarke, Eds., American Society for Testing and Materials, 1979, pp. 5-
36.
[3] Shih, C.F., "Relationships Between the J-Integral and the Crack Opening Displacement
for Stationary and Extending Cracks," Journal of the Mechanics and Physics of Solids,
Vol. 29, 1981, pp. 305-326.
[4] Rice, J.R. and Rosengren, G.F., "Plane Strain Deformation Near a Crack Tip in a Power-
Law Hardening Material," Journal of the Mechanics and Physics of Solids, Vol. 16, 1968,
pp. 1-12.
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I APR 1993 FINAL4. TITLE AND SUBTITLE S. FUNDING NUMBERS
The Effect of Electric Discharge Machined Notcheson the Fracture Toughness of Several Structural Alloys
1-2814-5546. AUTHOR(S) 1-2814-653
J.A. Joyce and R.E. Link7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) S. PERFORMING ORGANIZATION
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13. ABSTRACT (Maximum 200 wOrOS)Recent computational studies of the stress and strain fields at the tip of very sharp notches haveshown that the stress and strain fields are very weakly dependent on the initial geometry of thenotch once the notch has been blunted to a radius that is 6 to 10 times the initial root radius.It follows that if the fracture toughness of a material is sufficiently high so that fracture initiationdoes not occur in a specimen until the crack-tip opening displacement (CTOD) reaches a valuefrom 6 to 10 times the size of the initial notch tip diameter, then the fracture toughness will beindependent of whether a fatigue crack or a machined notch served as the initial crack. In thisexperimental program the fracture toughness (Ju and J resistance (J-R) curve, and CTOD) forseveral stuctural alloys was measured using specimens with conventional fatigue cracks and withEDM machined notches. The results of this program have shown, in fact, that most structuralmatrials do not achieve initiation CTOD values on the order of 6 to 10 times the radius of eventhe smallest EDM notch tip presently achievable.
14. SUBJECT TERMS 15. NUMBER OF PAGES
Jj,, J R curv.i, constraint, crack-tip opening displacement,CTOD L16. PRICE COOt
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Unclassified Unclassified Unclassified Su as Repor.. -. .. .. - n5 Stanoffaa Orfm 294 (Re ,