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ASTM Selected Technical Papers
Fracture Mechanics: Sixteenth Symposium
By
MF Kanninen
MF Kanninen
1
Southwest Research Institute
,
San Antonio, Texas
;
symposium chairman and editor
Search for other works by this author on:
AT Hopper
AT Hopper
2
Battelle's Columbus Laboratories
,
Columbus, Ohio
;
symposium chairman and editor
Search for other works by this author on:
ISBN-10:
0-8031-0225-9
ISBN:
978-0-8031-0225-5
No. of Pages:
686
Publisher:
ASTM International
Publication date:
1985

Elastic-plastic finite element analyses of the three-point bend specimen geometry were performed as part of an investigation to study the application of the crack tip opening displacement (CTOD) fracture parameter to flawed pressure vessels. The elastic-plastic fracture mechanics (EPFM) parameters, CTOD and J, were determined from the results of two- and three-dimensional finite element analyses. Three sizes of the preferred specimen geometry (thickness, t, by depth, 2t, by span, 8t) and five steels with varying stress-strain characteristics were considered. To obtain experimental results for comparison, tests were conducted in accordance with the procedure outlined in British Standard BS 5762:1979, “Methods for Crack Opening Displacement Testing.”

Analytical CTOD values were determined from the finite element nodal displacements using the 90-deg intercept procedure proposed by Rice. Semi-empirical CTOD values were computed by applying the formula in BS 5762:1979 to the computed clip-gage displacements. The finite element analyses were demonstrated to yield CTOD values consistent with the experimental values for the three-point bend specimen. This represents the first step in verifying use of the finite element method to predict applied CTOD values in more complex structures.

The J-integral was determined from two-dimensional finite element results using direct contour integration. The J-integral values were used in conjunction with the corresponding CTOD values to develop an improved correlation between J and CTOD for a wide range of material characteristics.

The paper concludes with a discussion of “level of performance” for the three-point bend specimen. The level of performance is characterized by the value of CTOD at various sizes of the plastic zone as a function of specimen size and material. Three levels of performance are identified: (1) KIc as defined by ASTM Test for Plane-Strain Fracture Toughness of Metallic Materials (E 399), (2) development of a plastic hinge, and (3) initiation of ductile fibrous tearing. An understanding of these levels of performance and their relation to values of CTOD is essential in developing realistic requirements for material toughness.

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,
F. M.
and
Stone
,
D. E. W.
, “
The Crack Opening Displacement Approach for Fracture Mechanics in Yielding Materials
,”
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2.
Rice
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,”
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3.
Hayes
,
D. J.
and
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,
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, “
An Application of Finite Element Techniques to Post-Yield Analysis of Proposed Standard Three-Point Bend Fracture Test Pieces
,”
International Journal of Fracture
, Vol.
10
,
03
1974
, pp. 17-32.
4.
Wilson
,
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and
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,
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, “
Comparison of Finite Element Solutions for an Elastic-Plastic Crack Problem
,”
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, Vol.
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,
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Latzko
,
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, Ed.,
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,
Applied Science Publishers
,
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,
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6.
DeLorenzi
,
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and
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,
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, “
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,”
International Journal of Fracture
, Vol.
12
,
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1983
, pp. 195-220.
7.
Imai
,
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and
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,
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, “
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,”
Engineering Fracture Mechanics
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, No.
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,
1982
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8.
Dodds
,
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, “
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,”
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, Vol.
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,
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9.
Lopez
,
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, “
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,”
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,
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Lopez
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, “
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,”
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, Vol.
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11.
Nayak
,
G. C.
and
Zienkiewicz
,
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, “
Elasto-Plastic Stress Analysis. A Generalization for Various Constitutive Relations Including Strain Softening
,”
International Journal for Numerical Methods in Engineering
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5
, No.
1
,
1972
, pp. 113-135.
12.
Barsoum
,
R. S.
, “
Application of Quadratic Isoparametric Finite Elements in Linear Fracture Mechanics
,”
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, Vol.
10
,
12
1974
, pp. 603-605.
13.
Barsoum
,
R. S.
, “
Triangular Quarter-Point Elements as Elastic and Perfectly-Plastic Crack Tip Elements
,”
International Journal of Numerical Methods in Engineering
 0029-5981, Vol.
11
, No.
1
,
1977
, pp. 85-98.
14.
Bloom
,
J. M.
and
Van Fossen
,
D. B.
, “
An Evaluation of the 20-Node Quadratic Isoparametric Singularity Brick Element
,”
International Journal of Fracture
, Vol.
12
,
02
1976
, pp. 161-166.
15.
Blackburn
,
W. S.
, “
Path Independent Integrals to Predict Onset of Crack Instability in an Elastic Plastic Material
,”
International Journal of Fracture
, Vol.
8
,
1972
, pp. 343-346.
16.
Blackburn
,
W. S.
,
Jackson
,
A. D.
, and
Hellen
,
T. K.
, “
An Integral Associated with the State of a Crack Tip in a Non-Elastic Material
,”
International Journal of Fracture
, Vol.
13
,
1977
, pp. 183-199.
17.
Kishimoto
,
K.
,
Aoki
,
S.
, and
Sakata
,
M.
; “
On the Path Independent Integral-J
,”
Engineering Fracture Mechanics
 0013-7944, Vol.
13
,
1980
, pp. 841-850.
18.
Dawes
,
M. G.
, “
Elastic-Plastic Toughness Based on COD and J-Integral Concepts
,”
The Welding Institute
,
Cambridge, England
,
1977
.
19.
Chell
,
G. G.
and
Spink
,
G. M.
, “
A Post-Yield Fracture Mechanics Analysis of the Three-Point Bend Specimens and Its Implications to Fracture Toughness Testing
,”
Engineering Fracture Mechanics
 0013-7944, Vol.
9
,
1977
, pp. 101-123m.
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