The present paper provides plastic limit load solutions for axial and circumferential through-wall cracked pipes based on detailed three-dimensional (3D) finite element (FE) limit analysis using elastic-perfectly plastic behavior. As a loading condition, axial tension, global bending moment, internal pressure, combined tension and bending, and combined internal pressure and bending are considered for circumferential through-wall cracked pipes, while only internal pressure is considered for axial through-wall cracked pipes. In particular, more emphasis is given for through-wall cracked pipes subject to combined loading. Comparisons with existing solutions show a large discrepancy in short through-wall crack (both axial and circumferential) for internal pressure. In the case of combined loading, the FE limit analyses results show the thickness effect on limit load solutions. Furthermore, the plastic limit load solution for circumferential through-wall cracked pipes under bending is applied to derive plastic η and γ factor of testing circumferential through-wall cracked pipes to estimate fracture toughness. Being based on detailed 3D FE limit analysis, the present solutions are believed to be meaningful for structural integrity assessment of through-wall cracked pipes.

1.
Wilkowski
,
G.
,
Ahmad
,
J.
,
Barnes
,
C.
,
Broek
,
D.
,
Kramer
,
G.
,
Landow
,
M.
,
Marschall
,
C.
,
Maxey
,
W.
,
Nakagaki
,
M.
,
Scott
,
P.
,
Papaspyropoulos
,
V.
,
Pasupathi
,
V.
, and
Popelar
,
C.
, 1985, “
Degraded Piping Program Phase-II
,” Report No. NUREG/CR-4082,
USNRC
, Washington, DC.
2.
Hopper
,
A.
,
Wilkowski
,
G.
,
Scott
,
P.
,
Olson
,
R.
,
Rudland
,
D.
,
Kilinski
,
T.
,
Mohan
,
R.
,
Ghadiali
,
N.
, and
Paul
,
D.
, 1997, “
The Second International Piping Integrity Research Group (IPIRG-2) Program—Final Report
,” Report No. NUREG/CR-6452,
USNRC
, Washington, DC.
3.
Rice
,
J. R.
, 1968, “
A Path Independent Integral and the Approximate Analysis of Strain Concentration by Notches and Cracks
,”
J. Appl. Mech.
0021-8936,
35
, pp.
379
386
.
4.
Webster
,
G. A.
, and
Ainsworth
,
R. A.
, 1994,
High Temperature Component Life Assessment
,
Chapman & Hall
,
London, UK
.
5.
Ainsworth
,
R. A.
, 1984, “
The Assessment of Defects in Structures of Strain Hardening Materials
,”
Eng. Fract. Mech.
0013-7944,
19
, pp.
633
642
.
6.
Miller
,
A. G.
, 1988, “
Review of Limit Loads of Structures Containing Defects
,”
Int. J. Pressure Vessels Piping
0308-0161,
32
, pp.
197
327
.
7.
SINTAP Final Procedure
, 1999, Brite Euram Project No. BE95-1426.
8.
ABAQUS, Inc.
, 2003,
User’s manual
, Version 6.4-1,
Pawtucket, RI
.
9.
Kanninen
,
M. F.
,
Zahoor
,
A.
,
Wilkowski
,
G. M.
,
Abou-Sayed
,
I.
,
Marshall
,
C.
,
Broek
,
D.
,
Sampath
,
S.
,
Rhee
,
H.
, and
Ahmad
,
J.
, 1982, “
Instability Predictions for Circumferentially Cracked Type 304 Stainless Steel Pipes under Dynamic Loading
,”
EPRI NP-2347
, Vols.
1
and
2
,
EPRI
,
USA
.
10.
Kastner
,
W.
,
Roehrich
,
E.
,
Schmitt
,
W.
, and
Steinbuch
,
R.
, 1981, “
Critical Crack Sizes in Ductile Tearing
,”
Int. J. Pressure Vessels Piping
0308-0161,
9
, pp.
197
219
.
11.
Folias
,
E. S.
, 1975, “
On the Fracture of Nuclear Reactor Tubes
,”
Transactions of the 3rd International Conference on Structural Mechanics in Reactor Technology
, Paper No. C4/5, London.
12.
Erdogan
,
F.
, 1976, “
Ductile Failure Theories for Pressurized Pipes and Containers
,”
Int. J. Pressure Vessels Piping
0308-0161,
4
, pp.
253
283
.
13.
Chattopadhyay
,
J.
,
Dutta
,
B. K.
, and
Kushwaha
,
H. S.
, 2001, “
Derivation of γ Parameter from Limit Load Expression of Cracked Component to Evaluate J-R Curve
,”
Int. J. Pressure Vessels Piping
0308-0161,
78
, pp.
401
427
.
14.
Roos
,
E.
,
Eisele
,
U.
, and
Silcher
,
H.
, 1986, “
A Procedure for the Experimental Assessment of the J-integral by Means of Specimens of Different Geometries
,”
Int. J. Pressure Vessels Piping
0308-0161,
23
, pp.
81
93
.
You do not currently have access to this content.