Corrosion is identified as one of the most important deterioration factors for structural integrity of offshore platforms. For reliability analysis of these platforms, a probabilistic model for prediction of long-term corrosion loss as a function of time is essential. The purpose of this study is to propose a novel model for steel corrosion of jacket platforms in the Persian Gulf region. Field measurements for members in seawater are collected and statistically analyzed to identify the probability function for corrosion loss at different times. A new probabilistic model with time-dependent parameters is suggested, based on the statistical analysis results. Application of above-mentioned model in the reliability analysis of jacket platforms is investigated by introducing a new reliability analysis framework. This framework is a general solution for probabilistic analysis of jacket platforms with several stochastic variables which can be used for the platforms with different configuration and loads. In this framework, direct analysis is performed in each stage of first-order reliability method (FORM) instead of using the response surface method which is a common approach to obtaining the required response. This framework is applied to three jackets and the annual probability of failure (Pf) over the platforms service life is computed. Comparison of results revealed that among the years beyond the platform design life, the amount of annual Pf is increased in parabolic function. Also, studying the results is illustrated that in the case of ignoring the corrosion loss as a stochastic variable, Pf is estimated 7% lower than values obtained in actual condition.

References

1.
Melchers
,
R. E.
,
2003
, “
Probabilistic Model for Marine Corrosion of Steel for Structural Reliability Assessment
,”
J. Struct. Eng.
,
129
(
11
), pp.
1484
1493
.
2.
Velazquez
,
J.
,
Weide
,
J.
,
Hernandez
,
E.
, and
Hernandez
,
H. H.
,
2014
, “
Statistical Modelling of Pitting Corrosion: Extrapolation of the Maximum Pit Depth Growth
,”
Int. J. Electrochem. Sci.
,
9
(8), pp.
4129
4143
.http://www.electrochemsci.org/papers/vol9/90804129.pdf
3.
Paik
,
J. K.
, and
Melchers
,
R. E.
,
2008
, “
Corrosion Wastage in Aged Structures
,”
Condition Assessment of Aged Structures
, 1st ed., Woodhead Publishing, Cambridge, UK.
4.
HSE
, 2016, “Offshore Hydrocarbon Release Statistics and Analysis 1992-2015,”
Health and Safety Executive
, Bootle,
UK
.
5.
Melchers
,
R. E.
,
2003
, “
Modeling of Marine Immersion Corrosion for Mild and Low-Alloy Steels—Part 1: Phenomenological Model
,”
Corrosion
,
59
(
4
), pp.
319
334
.
6.
Melchers
,
R. E.
,
2003
, “
Probabilistic Models for Corrosion in Structural Reliability Assessment—Part 2: Models Based on Mechanics
,”
ASME J. Offshore Mech. Arct. Eng.
,
125
(
4
), pp.
272
280
.
7.
Southwell
,
C. R.
,
Bultman
,
J. D.
, and
Hummer
,
C. W.
,
1979
, “
Estimating Service Life of Steel in Seawater
,”
Seawater Corrosion Handbook
,
M.
Schumacher
, ed.,
Noyes Data
,
Park Ridge, NJ
, pp.
374
387
.
8.
Reinhart
,
F. M.
, and
Jenkins
,
J. F.
,
1972
, “
Corrosion of Materials in Surface Seawater After 12 and 18 Months of Exposure
,” Naval Civil Engineering Laboratory, Port Hueneme, CA, Technical Note No. N-1213.
9.
Evans
,
U. R.
,
1966
,
The Corrosion and Oxidation of Metals: Scientific Principles and Practical Applications
,
Edward Arnold Publishers
,
London
, pp.
819
849
.
10.
Tomashev
,
N. D.
,
1996
,
Theory of Corrosion and Protection of Metals
,
The MacMillan
,
New York
.
11.
Chernov
,
B. B.
, and
Ponomarenko
,
S. A.
,
1991
, “
Physico-Chemical Modelling for the Prediction of Seawater Metal Corrosion
,” 10th International Congress on Marine Corrosion and Fouling, University of Melbourne, Australia.
12.
Yamamoto
,
N.
, and
Ikegami
,
K.
,
1998
, “
A Study on the Degradation of Coating and Corrosion of Ship's Hull Based on the Probabilistic Approach
,”
ASME J. Offshore Mech. Arct. Eng.
,
120
(
3
), pp.
121
128
.
13.
Soares
,
C. G.
,
Garbatov
,
Y.
,
Zayed
,
A.
, and
Wang
,
G.
,
2009
, “
Influence of Environmental Factors on Corrosion of Ship Structures in Marine Atmosphere
,”
Corros. Sci.
,
51
(
9
), pp.
2014
2026
.
14.
Qin
,
S.
, and
Cui
,
W.
,
2003
, “
Effect of Corrosion Models on the Time-Dependent Reliability of Steel Plated Elements
,”
Mar. Struct.
,
16
(
1
), pp.
15
34
.
15.
Garbatov
,
Y.
,
Guedes Soares
,
C.
, and
Wang
,
G.
,
2007
, “
Non-Linear Time Dependent Corrosion Wastage of Deck Plates of Ballast and Cargo Tanks of Tankers
,”
ASME J. Offshore Mech. Arct. Eng.
,
129
(
1
), pp.
48
55
.
16.
Bin Mohd
,
M.
,
Woo Kim
,
D.
,
Joon Lee
,
B.
,
Kim
,
D.
,
Kwan Seo
,
J.
, and
Kee Paik
,
J.
,
2014
, “
On the Burst Strength Capacity of an Aging Subsea Gas Pipeline
,”
ASME J. Offshore Mech. Arct. Eng.
,
136
(
4
), p.
041402
.
17.
Ilman
,
M. N.
, and
Kusmono
,
2014
, “
Analysis of Internal Corrosion in Subsea Oil Pipeline
,”
Case Stud. Eng. Failure Anal.
,
2
(
1
), pp.
1
8
.
18.
Yang
,
Y.
,
Khan
,
F.
,
Thodi
,
P.
, and
Abbassi
,
R.
,
2017
, “
Corrosion Induced Failure Analysis of Subsea Pipelines
,”
Reliab. Eng. Syst. Saf.
,
159
, pp.
214
222
.
19.
Jones
,
D.
,
1996
,
Principles and Prevention of Corrosion
, 2nd ed.,
Prentice Hall
,
Upper Saddle River, NJ
.
20.
LaQue
,
F. L.
,
1975
,
Marine Corrosion—Causes and Prevention
,
Wiley
,
New York
.
21.
Anderson
,
T. W.
, and
Darling
,
D. A.
,
1954
, “
A Test of Goodness-of-Fit
,”
J. Am. Stat. Assoc.
,
49
(
268
), pp.
765
769
.
22.
Benjamin
,
J. R.
, and
Cornell
,
A.
,
1970
,
Probability, Statistics and Decision for Civil Engineers
,
McGraw-Hill
,
New York
.
23.
Shoukri
,
M. M.
,
Mian
,
I. U. M.
, and
Tracy
,
D. S.
,
1988
, “
Sampling Properties of Estimators of the Log-Logistic Distribution With Application to Canadian Precipitation Data
,”
Can. J. Stat.
,
16
(
3
), pp.
223
236
.
24.
Mazzoni
,
S.
,
McKenna
,
F.
,
Scott
,
M. H.
,
Fenves
,
G. L.
, and
Jeremic
,
B.
,
2007
, “
OpenSees Command Language Manual
,” Pacific Earthquake Engineering Research (PEER) Center, Berkeley, CA, accessed June 14, 2018, http://OpenSees.berkeley.edu
25.
Haukaas
,
T.
,
2007
, “Engineering Decision Making With Numerical Simulation Models,”
University of British Columbia
,
Vancouver, BC, Canada
.
26.
Iranian Ports & Maritime Organization
,
2013
, “Iranian Offshore Structural Design Procedure, No: 300-9,”
Ministry of Roads and Transportation
, Tehran, Iran, accessed June 14, 2018, http://www.bhrc.ac.ir/Portals/8/PropertyAgent/1567/Files/1328/Code300-9.pdf (in Persian).
27.
South Pars Project Document
,
2009
, “
Structural Design Basis & Design Brief
,” Tehran, Iran.
28.
Yae
,
M. W. J.
,
2012
, “
Localization of Surface or Near‐Surface Drifting Mines for Unmanned Systems in the Persian Gulf
,”
Master's thesis
, Naval Postgraduate School, Monterey, CA.http://hdl.handle.net/10945/7436
29.
JCSS
,
2001
, “Probabilistic Model Code—Part 3: Resistance Models,”
Joint Committee on Structural Safety
, Technical university of Denmark, Copenhagen, Denmark, accessed June 14, 2018, http://www.jcss.ethz.ch/
30.
Chakrabarti
,
S. K.
,
1987
, “
Hydrodynamics of Offshore Structures
,” Computational Mechanics, Billerica, MA, accessed June 14, 2018, https://www.scribd.com/document/198558306/Hydrodynamics-of-Offshore-Structures-S-K-Chakrabarti-2
31.
Bentley Systems, 2018, “SACS (Structural Analysis Computer Software) Release 5.1,” Bentley Systems, Pennsylvania, PA.
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