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? Hydrogen-Induced Cracking (HIC)- Metallurgical and Environmental Variables- Inclusions? Stress Corrosion Cracking (SCC)- Metallurgical, Mechanical, Environmental,and Electrochemical Variables- Inclusions? Conclusions? What Does the Future Hold?? Collaboration/A World without Borders? Acknowledgements
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Metallurgical Factors in Stress Corrosion Cracking (SCC) and Hydrogen-Induced Cracking (HIC)Metallo-2007Indian Institute of Technology, Kanpurin Honour of Professor T. R. Anantharaman
Winston Revie and Mimoun ElboujdainiCANMET Materials Technology LaboratoryNatural Resources Canada, Ottawa, Canada
December 10, 2007
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Outline Overview of Underground Oil and Gas Pipelines Hydrogen-Induced Cracking (HIC)
- Metallurgical and Environmental Variables- Inclusions
Stress Corrosion Cracking (SCC)- Metallurgical, Mechanical, Environmental,
and Electrochemical Variables- Inclusions
Conclusions What Does the Future Hold? Collaboration/A World without Borders Acknowledgements
I
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Underground Pipeline2 Sides to Every Pipe
Soil, Microorganisms,Unstable Terrain
Flowing Oil, Gas, Brine
Steel, Coating
Flowing Oil, Gas,
Brine
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HIC in Steel Exposed to Sour Gas
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Hydrogen-InducedCracking (HIC)
Internal cracks caused by trapped hydrogen atoms.- Cracks parallel to
rolling plane. - Residual or applied
tensile stress not necessary for HIC.
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Prediction of HIC
1. Immersion, 4 days, in H2S-satd buffer solution, pH varied from 1.1 to 5.9
2. Diffusible hydrogen measured, glycerol displacement at 45oC
3. Coupons examined for cracking, ultrasonic C-scan, metallographic examination
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pHth and CHth
Environment pHth Lowest pH at which no HIC was
detected
Material CHth Highest hydrogen concentration in
the steel at which no HIC was detected
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Criterion for HIC
0
0 LH
cHth
cH0
cH0H2S/H2O
Steel
AirHIC
0
cH0 Concentration of H at the inner pipe surfacecHth Threshold H Concentration
No HIC
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Criterion for HIC
HIC occurs if:
cH0 > cHth
Environmental MaterialVariable Variable
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Title
0
0.5
1
1.5
2
2.5
0 0.1 0.2 0.3 0.4 0.5Volume fraction of inclusions (%)
.
T
h
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s
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(
m
L
)
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Volume Fraction of Inclusions, %
T
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H
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HIC and Inclusions
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Inclusions Inclusions in cracks are MnS, by EDX Provide sites for H to accumulate
Steel Crack Ca/SA Yes 0.15B Yes 0.50C Yes 0.96D Yes 1.31E No 2.62F No 2.50
Optimum Ca/S Ratio2
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Microstructures
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Stress Corrosion Cracking Is
A cracking process that requiresthe simultaneous action of acorrosive and a sustained tensilestress.
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Requirements
1.Steel susceptible to SCC2.Tensile stress3.Potent environment
- Coating failure provides access of aqueous environment to pipe surface.
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Stress
Hoop stress- from internal pipe pressure
Axial stress- from soil movement or localized pipe bending
Residual stress - from pipe forming or steel making operations
Cyclic stress- Fluctuations in operating pressure
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From: N.E.B Report on SCC, MH-2-96 (1996)
Stresses in Pipelines
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Types of SCC
Near-Neutral-pH SCC- Transgranular
High-pH SCC- Intergranular
Orientation:- Longitudinal- Circumferential
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Stages of SCC
1. Generation of Environment2. Initiation of SCC3. Propagation of SCC
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Development of 5 cracks, a, b, c, d and e, after the total exposure time shown, in X-65, max = 70% YS, R = 0.4 and f = 1 Hz in NS4 solution saturated with CO2, showing the correlation of crack initiation, pits and non-metallic inclusions and the interaction and coalescence of cracks. (Observations were made on replicas.)
e
d
c
b
aa
b
c
d
e
a
b
cd
e
a
b
c
d
e
b
c
d
e
a
Total Exposure Time 309 h
469 h747 h 1025 h
300 m
20 m
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200 m
a
b
c
e
a
b
c
e
(a) (b)
N = 2.69 x 106 CyclesN = 1.69 x 106 Cycles
20
dd
469 h 747 h
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EDX Spectrum Before Test After Test
(a)
(b)
(c)
CaAl
O
S
20 m
O
AlS Ca
Al
O
Ca
S Ca
Ca
Ca
S
S
Al
Al
Al-oxide
CaAlO3dark
CaS
CaS
All dissolved
EDS spectra and the morphologies associated with three inclusions in a X-65 steel sample before and after test at max= 90%YS, R=0.6 and f=0.1Hz in NS-4 solution saturated with N2/5%CO2. Note: Effect of S on corrosion around inclusions.
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Schematic of Inclusion
Sulfide, (soluble)
Oxide (insoluble)
In some cases, CaS envelopes oxide/aluminate inclusion.Aluminate inclusions have poor deformability, remain spherical.In polishing to 1 m diamond finish, use non-aqueous lubricant, oil-based diamond.
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Focused ion beam images of crack in X-65 specimen after 4.15 x 106cycles, max = 70% YS, R = 0.4, f = 1 Hz, NS-4 solution, CO2 satd. (a) Plan view of crack, FIB secondary electron image, tilt 0 deg. (b) Enlargement of crack tip area in ion-milled cross-sectioned region, tilt 30 deg. (b) image in secondary ion mode,
(a)
X 25 m Y 25 m
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WrappedNot Wrapped
X-65 steel, max = 70% YS, R = 0.4, f = 1 Hz, in NS4 solution saturated with CO2. Right part of specimen in (a) was coated with PTFE film during the test interval between 469 and 747 h. No coating between the exposure of 747 and 1025 h (b).
747 h 1025 h
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Pipe Fatigue Precracking
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Full-Scale Pipe Test for SCC
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Conclusions - 11. SCC promoted by:
1. Decreasing R (min./max. stress)2. Increasing frequency
2. Environment that leads to SCC is generated by the balance between:
CO2CP current
3. Inclusions provide initiation sites for pitting4. Pits provide initiation sites for SCC5. Proximity of several small cracks can lead to
linkage
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Conclusions 2
6. SCC Initiation SitesPitsInclusionsSurface geometric discontinuitiesCoating Disbondments
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Conclusions 3
7. Elongated inclusions provide H trap sites for HIC initiation
1. Good correlation between inclusion measurements and HIC
2. Lower volume fraction of inclusions ~ increased HIC resistance
3. Banded microstructure decreases HIC resistance
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What is the Main Question about Corrosion?
1. Will there be another failure? If?
2. When will the next failure occur? When?
3. Where will the next failure occur? Where?
What do YOU think?
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100 Years of Corrosion R&D The Foundation
Sensors for Field Measurements
Instrumentation for Data Collection
Software for Data Analysisand Decision-making
Cellular Network/Satellite Communications
Information on Data & Decisions
Building on Success
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Intelligent Systems Are Built on
1. Knowledge of Corrosion2. Sensors3. Instrumentation4. Software5. Remote Communications
1960s: Design Corrosion Out2000s: Design Smart Systems for Corrosion Monitoring and
Decision-makingMonitoring online, in real time, all the time
Convergence of technologies provides new opportunities to manage corrosion.
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Corrosion Control Wagon
$$$
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A Strategy Meeting
Corrosion Control Wagon
$$$
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Corrosion Control Wagon
Team Leader
$$$
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Acknowledgements
Jenny Been Mahmoud ShehataJenny Jackman Yong-zhi WangDave Kiff Glenn WilliamsYves Lafrenire Wenyue ZhengRuel Ramsingh
GRIPRCICanadian Federal Interdepartmental
Program of Energy R&D (PERD)
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Last Thought
Managing corrosion is an investment in asset protection that should result in cost savings because, when corrosion is managed, the cost of failure by corrosion is saved.
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Knowing is not enough; we must apply.
Willing is not enough; we must do.
Goethe
Failure Prevention
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NS-4 Solution
483 mg/L NaHCO3 122 mg/L KCl 137 mg/L CaCl2 131 mg/L MgSO47H2O
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