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ASTM Selected Technical Papers
Fracture Mechanics: Twenty-Third Symposium
By
R Chona
R Chona
1Department of Mechanical Engineering,
Texas A&M University
,
College Station, Texas
;
symposium chairman and editor
.
Search for other works by this author on:
ISBN-10:
0-8031-1867-8
ISBN:
978-0-8031-1867-6
No. of Pages:
874
Publisher:
ASTM International
Publication date:
1993

A through-wall, 1.7-m-long crack grew suddenly from an outer diameter (OD) notch in a 285-mm-OD A723 steel overstrained tube that was undergoing plating operations with no externally applied loads. A description is given of the fracture mechanics tests and analyses and the fractography that were performed to characterize the cracking. Key material, residual stress, and environment information are: 1200 MPa yield strength; 150 MPa √m fracture toughness; composition typical of air-melt A723 steel; tensile residual stress at the OD of about 600 MPa; and electro-polishing bath of sulfuric and phosphoric acids at 54°C.

The bolt-loaded test for threshold stress intensity factor for environmentally controlled cracking described by Wei and Novak was used here with two significant modifications. Some tests included only a notch with radius matching that of the tube, and a new expression for K in terms of crack-mouth displacement was developed and used. Scanning electron microscopy (SEM) fractography and energy dispersive X-ray spectra were used to identify cracking mechanisms.

Results of the investigation include: (a) a measured threshold of hydrogen stress cracking for the material/environment below 20 MPa √m, (b) da/dt versus K behavior typical of classic environmental control, (c) an improved K/v expression for the bolt-loaded specimen and associated criteria for determining plane strain test conditions in relation to the Irwin plastic zone.

1.
Kapp
,
J. A.
and
Underwood
,
J. H.
, “
Service Simulation Tests to Determine the Fatigue Life of Outside-Diameter-Notched Thick-Wall Cylinders
,”
Experimental Mechanics
, Vol.
22
, No.
3
,
03
1982
, pp. 96–100.
2.
Wei
,
R. P.
and
Novak
,
S. R.
, “
Interlaboratory Evaluation of KIscc and da/dt Determination Procedures for High-Strength Steels
,”
Journal of Testing and Evaluation
 0090-3973, Vol.
15
, No.
1
,
01
1987
, pp. 38–75.
3.
James
,
L. A.
, “
Compliance Relationships for the WOL Specimen Revisited
,” report to ASTM Subcommittee E-24.04 on Subcritical Crack Growth,
07
1989
.
4.
Tada
,
H.
,
Paris
,
P. C.
, and
Irwin
,
G. R.
,
The Stress Analysis of Cracks Handbook
,
Paris Productions Inc.
,
St. Louis, MO
,
1985
, p. 9.1.
5.
Underwood
,
J. H.
,
Burch
,
I. A.
, and
Ritter
,
J. C.
, “
Crack-Arrest and Static Fracture Toughness Tests of a Ship Plate Steel
,”
Rapid Load Fracture Testing
, ASTM STP 1130,
American Society for Testing and Materials
,
Philadelphia
,
1991
, pp. 147–160.
6.
Davidson
,
T. E.
,
Barton
,
C. S.
,
Reiner
,
A. N.
, and
Kendall
,
D. P.
, “
Overstrain of High Strength Open End Cylinders of Intermediate Diameter Ratio
,”
Proceedings
, First International Congress on Experimental Mechanics,
Pergamon Press
,
Oxford
,
1963
.
7.
Uhlig
,
H. H.
and
Revie
,
R. W.
,
Corrosion and Corrosion Control
,
Wiley
,
New York
,
1985
, pp. 123–147.
8.
Roark
,
R. J.
and
Young
,
W. C.
,
Formulas for Stress and Strain
,
McGraw-Hill
,
New York
,
1975
, pp. 582–587.
9.
Smithells
,
C. J.
,
Metals Reference Book
,
Butterworths
,
Washington
,
1962
, pp. 705–711.
10.
Peterson
,
R. E.
,
Stress Concentration Factors
,
Wiley
,
New York
,
1974
, p. 40.
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