Failure probability of oil and gas pipelines due to external corrosion defects can be estimated using corrosion growth model and the evaluation of remaining strength. Codes/standards have been developed for the assessment of the remaining strength of corroded pipeline. The remaining strength and the operating pressure were considered to develop the limit state equation and consequently the failure probability of the burst models recommended by codes/standards. In the present paper, comparative analyses of the failure probability estimated by the codes/standards were conducted, using Monte Carlo simulation and first order second moment methods. The analysis revealed that the failure probability of the burst models recommended by codes/standards varies significantly for the same defects size. The study further explored the cause of variability in failure probabilities. The study observed that different defect shape specifications (rectangular, parabolic, etc.) and different stress concentration factor derivations (different contributions of l) for burst pressure estimation are responsible for high variability in the probability of failure. It is important to reduce variability to ensure unified risk-based design approach considering any codes/standards.

1.
Zhu
,
X. -K.
, and
Leis
,
B. N.
, 2006, “
Average Shear Stress Yield Criterion and Its Application to Plastic Collapse Analysis of Pipelines
,”
Int. J. Pressure Vessels Piping
0308-0161,
83
, pp.
663
671
.
2.
Haldar
,
A.
, and
Mahadevan
,
S.
, 2000,
Probability, Reliability and Statistical Methods in Engineering Design
,
Wiley
,
New York
.
3.
Lee
,
O. S.
, and
Kim
,
D. H.
, 2006, “
The Reliability Estimation of Pipeline Using FORM, SORM and Monte Carlo Simulation With FAD
,”
KSME Int. J.
1226-4865,
20
(
12
), pp.
2124
2135
.
4.
Palmer
,
A. C.
, and
King
,
R. A.
, 2008,
Subsea Pipeline Engineering
, 2nd ed.,
PennWell
,
Oklahoma
.
5.
Netto
,
T. A.
,
Ferraz
,
U. S.
, and
Estefan
,
S. F.
, 2005, “
The Effect of Corrosion Defect on the Burst Pressure of the Pipeline
,”
J. Constr. Steel Res.
0143-974X,
61
, pp.
1185
1204
.
6.
2007, CSA Z662-07 Oil and Gas Pipeline Systems, pp.
554
555
.
7.
2004, DNV-RP-F101, Corroded Pipelines, Recommended Practice, Det Norske Veritas.
8.
1995, ASME B31G, Manual for Determining the Remaining Strength of Corroded Pipelines, a Supplement to ANSI/ASME B31 Code for Pressure Piping.
9.
Lee
,
O. S.
, and
Pyun
,
J. S.
, 2002, “
Failure Probability of Corrosion Pipeline With Varying Boundary Condition
,”
KSME Int. J.
1226-4865,
16
(
7
), pp.
889
895
.
10.
Lee
,
Y. K.
,
Kim
,
Y. P.
,
Moon
,
M. -W.
,
Bang
,
W. H.
,
Oh
,
K. H.
, and
Kim
,
W. -S.
, 2005, “
The Prediction of Failure Pressure of Gas Pipeline With Multi Corroded Region
,”
Trans Tech Publication
,
475–479
, pp.
3323
3326
.
11.
Menon
,
E. S.
, 2005,
Piping Calculations Manual
,
McGraw-Hill
,
New York
.
12.
McLamb
,
M.
,
Hopkins
,
P.
,
Marley
,
M.
, and
Nessim
,
M.
, 2002, “
A Justification for Designing and Operating Pipelines Up to Stresses of 80% SMYS
,”
Fourth International Pipeline Conference, IPC2002-27007
, Calgary, AL, Canada.
13.
Bea
,
R.
, and
Xu
,
T.
, 1999, “
Corrosion Effects on Burst Pressures RAM PIPE REQUAL, Pipeline Requalification Guidelines Project Report 1
,” University of California, Berkeley, pp.
103
104
.
14.
Kiefner
,
J. F.
,
Maxey
,
W. A.
,
Eiber
,
R. J.
, and
Duffy
,
A. R.
, 1973, “
Failure Stress Levels of Flaws in Pressurized Cylinders
,” Progress in Flaw Growth and Fracture Toughness Testing, ASTM STP 536, American Society for Testing and Materials, pp.
461
481
.
15.
Shannon
,
R. W. E.
, 1974, “
The Failure Behaviour Line Pipe Defects
,”
Int. J. Pressure Vessels Piping
0308-0161,
2
, pp.
243
255
.
16.
Amirat
,
A.
,
Benmoussat
,
A.
, and
Chaoui
,
A.
, 2009, “
Reliability Assessment of Underground Pipelines Under Active Corrosion Defects
,”
Damage and Fracture Mechanics: Failure Analysis of Engineering Materials and Structures
,
Springer Science
,
New York
, pp.
83
92
.
17.
Zimmerman
,
T. J. E.
,
Hopkins
,
P.
, and
Sanderson
,
N.
, 1998, “
Can Limit States Design Be Used to Design a Pipeline Above 80% SMYS
,”
Proceedings of the 17th International Conference on Offshore Mechanics and Arctic Engineering, ASME
.
18.
Kiefner
,
J. F.
, and
Vieth
,
P. H.
, 1990a, “
Evaluating Pipe 1: New Method Corrects Criterion for Evaluating Corroded Pipe
,”
Oil Gas J.
0030-1388,
88
(
32
), pp.
56
59
.
19.
Kiefner
,
J. F.
, and
Vieth
,
P. H.
, 1990b, “
Evaluating Pipe Conclusion: PC Program Speeds New Criterion for Evaluating Corroded Pipe
,”
Oil Gas J.
0030-1388,
88
(
34
), pp.
91
93
.
20.
2001, EN 1990, Basis of Structural Design, Brussels.
21.
Gardner
,
R. H.
,
O'Neill
,
R. V.
,
Mankin
,
J. B.
, and
Carney
,
J. H.
, 1981, “
A Comparison of Sensitivity Analysis and Error Analysis Based on a Stream Ecosystem Model
,”
Ecol. Modell.
0304-3800,
12
, pp.
173
190
.
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