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ASTM Selected Technical Papers
Elastic-Plastic Fracture Test Methods: The User's Experience (Second Volume)
By
JA Joyce
JA Joyce
1Mechanical Engineering Department,
U. S. Naval Academy
,
Annapolis, MD 21402
;
symposium chairman and editor
.
Search for other works by this author on:
ISBN-10:
0-8031-1418-4
ISBN:
978-0-8031-1418-0
No. of Pages:
351
Publisher:
ASTM International
Publication date:
1991

The J-integral has been developed as a ductile fracture parameter over the past 15 years and has been applied to an ever-expanding range of applications and materials. Limits originally placed on the application of J by analytical considerations have, in most cases, proven too stringent—and in some cases the analytical limits have even seemed to be inapplicable or irrelevant. This has been particularly true of the omega (ω) criterion introduced by Hutchinson and Paris. Experimental work has seemed to show little correspondence between the limits predicted by this criterion and the experimentally measured size limitations.

Recent experimental work by Joyce et al. has shown that the J-integral is applicable to much larger crack extensions than previously proposed. Using these experiments Joyce and Hackett have proposed an experimental method to define the limit to J-integral controlled crack growth.

This paper now shows that the ω criterion is consistent with the collected data set, except that the limiting value for ω is on the order of one, not the value of 5 to 10 originally proposed. Three simple analyses are presented using the ω criterion to develop proposed limits on J and crack extension that can be used in a predictive manner for fracture analysis.

1.
Joyce
,
J. A.
and
Gudas
,
J. P.
, “
Computer Interactive JIc Testing on Navy Alloys
,”
Elastic-Plastic Fracture
, ASTM STP 668,
Landes
J. D.
,
Begley
J. A.
, and
Clarke
G. A.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1979
, pp. 451–468.
2.
Johnson
,
R.
, “
Resolution of the Reactor Vessel Materials Toughess Safety Issue
,” NUREG-0744,
U.S. Nuclear Regulatory Commission
, Washington, DC.,
09
1981
.
3.
Joyce
,
J. A.
and
Hackett
,
E. M.
, “
Development of an Engineering Definition of the Extent of J Singularity Controlled Crack Growth
,” NUREG/CR-5238,
U.S. Nuclear Regulatory Commission
, Washington, DC.,
03
1989
.
4.
Hutchinson
,
J. W.
,
Journal of the Mechanics and Physics of Solids
, Vol.
16
,
1968
, pp. 13–31.
5.
Rice
,
J. R.
and
Rosengren
,
G. F.
,
Journal of the Mechanics and Physics of Solids
, Vol.
16
,
1968
, pp. 1–12.
6.
Hutchinson
,
J. W.
and
Paris
,
P. C.
, “
Stability Analysis of J Controlled Growth
,”
Elastic Plastic Fracture
, ASTM STP 668,
American Society for Testing and Materials
,
Philadelphia
,
1979
, pp. 37–64.
7.
Paris
,
P. C.
, discussion to
Begley
J. A.
and
Landes
J. D.
in
Fracture Mechanics
, ASTM STP 514,
American Society for Testing and Materials
,
Philadelphia
,
1972
, pp. 21–22.
8.
Landes
,
J. D.
and
Begley
,
J. A.
in
Fracture Toughness
, ASTM STP 514,
American Society for Testing and Materials
,
Philadelphia
,
1972
, pp. 1–20.
9.
McMeeking
,
R. M.
and
Parks
,
D. M.
, “
On Criteria for J-Dominance of Crack-Tip Fields in LargeScale Yielding
,”
Elastic-Plastic Fracture
, ASTM STP 668,
Landes
J. D.
,
Begley
J. A.
, and
Clarke
G. A.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1979
, pp. 175–194.
10.
Davis
,
D. A.
,
Vassilaros
,
M. G.
, and
Gudas
,
J. P.
, “
Specimen Geometry and Extended Crack Growth Effects on J-R Curve Characteristics for HY-130 and ASTM A533 Steels
,”
Elastic-Plastic Fracture: Second Symposium, Volume II: Fracture Curves and Engineering Applications
, ASTM STP 803,
Shih
C. F.
and
Gudas
J. P.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1983
, pp. II-582–II-610.
11.
McCabe
,
D. E.
,
Landes
,
J. D.
, and
Ernst
,
H. T.
, “
An Evaluation of the JR-Curve Method for Fracture Toughness Characterization
,”
Elastic-Plastic Fracture: Second Symposium, Volume II: Fracture Curves and Engineering Applications
, ASTM STP 803,
Shih
C. F.
and
Gudas
J. P.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1983
, pp. II-562–II-581.
12.
Shih
,
C. F.
and
German
,
M. D.
,
International journal of Fracture
, Vol.
17
, No.
1
,
1981
.
13.
Newman
,
J. C.
,
Booth
,
B. C.
, and
Shivakurman
,
K. N.
, “
An Elastic-Plastic Finite-Element Analysis of the J-Resistance Curve Using a CTOD Criterion
,”
Fracture Mechanics: Eighteenth Symposium
, ASTM STP 945,
Read
D. T.
and
Reed
R. P.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1988
, pp. 665–685.
14.
Joyce
,
J. A.
,
Davis
,
D. A.
,
Hackett
,
E. M.
, and
Hays
,
R. A.
, “
Application of the J Integral and Modified J Integral to Cases of Large Crack Extension
” presented at the 21st National Symposium on Fracture,
American Society for Testing and Materials
,
Annapolis, MD
, 28–30 June 1988.
15.
Ernst
,
H. A.
, “
Material Resistance and Instability BeyondJ-Controlled Crack Growth
,”
ElasticPlastic Fracture: Second Symposium, Volume I: Inelastic Crack Analysis
, ASTM STP 803,
Shih
C. F.
and
Gudas
J. P.
, Eds.,
American Society for Testing and Materials
,
Philadelphia
,
1983
, pp. I-191–I-213.
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