Validation of simulation software for
NDE applications in utility industry
Thiago Seuaciuc-Osorio, George Connolly, Feng Yu and Mark Dennis
Electric Power Research Institute
The 5th International CANDU In-Service Inspection Workshop
in conjunction with the NDT in Canada 2014 Conference
June 16-18, 2014
Eaton Chelsea Hotel
Toronto, ON (Canada)
Outline
• Background
• NDE Simulation Software: CIVA
• Validation of CIVA Simulation Results
• Summary
© 2014 Electric Power Research Institute, Inc. All rights reserved.
2
Our History…
• Founded by and for the electricity
i d t iin 1973
industry
• Independent, nonprofit center for
public interest energy and
environmental research
• Collaborative resource for the
electricity sector
• Major
j offices in Palo Alto,, CA;;
Charlotte, NC; Knoxville, TN
– Laboratories in Knoxville,
Charlotte and Lenox
Lenox, MA
© 2014 Electric Power Research Institute, Inc. All rights reserved.
Chauncey Starr
EPRI Founder
3
Our Members…
• 450+ participants in more than 40
countries
ti
• EPRI members generate more
than 90% of the electricity in the
United States
• International funding of more than
15% of EPRI’s research,
development and demonstrations
• Programs funded by more than
1,000 energy organizations
© 2014 Electric Power Research Institute, Inc. All rights reserved.
4
Challenges & Opportunities Associated with
NDE Modeling &Simulation
• Increasing scope of NDE
– Long Term Operation/License renewal
– Buried piping; Concrete, etc.
• Ph
Physical
i ld
demonstrations
t ti
off NDE ttechniques
h i
are
increasingly expensive.
• Modeling can be used as a training tool for new work
force.
• Theoretical justification through modeling is considered
as a possible acceptable way of meeting the regulatory
requirements.
NDE simulation codes must be validated against experimental data to determine their suitability for
industrial application!
© 2014 Electric Power Research Institute, Inc. All rights reserved.
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CIVA: Software Dedicated to NDE Simulation
– Developed by Commissariat à l’Energie Atomique (CEA), France
– Multiple techniques and modules
• UT : Ult
Ultrasound
d
• RT : X Rays
• ET : Eddy Currents
processing data reconstruction
reconstruction…))
• Analysis tool (signal processing,
– Generic Simulation Procedure of ET
• Specimen
• Probe
• Inspection
• Flaws
• Acquisition
A
i iti
• Run
• Analysis
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6
Off-axis Detection
• This study observes detection of reflectors away from the central
axis of ultrasonic beam (skewing)
• A circular 0.5” 2.25MHz conventional probe is used; scanning
performed
f
d using
i ttransverse waves att 45° (steel)
( t l) via
i a plexiglass
l i l
wedge
GE SE1057
• Data collected by Zetec Omniscan MX 16-128
– controlling software: Zetec Ultravision 1.2R7
• ATCO LPS-1000 encoder used for motion control along
g two axes
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7
Experimental Apparatus
• A 304 SS reference block is used for experimentation and simulation
– Overall dimensions 101.6mm×76.2mm×304.8mm (H×D×W)
– Nine side-drilled holes as reflectors (Ø1.5875mm), ranging in depth from
6.35mm to 88.90mm (the ninth is not used)
– Side-drilled holes are not though-holes; they are drilled ⅔ of the way
through
– x is the scan direction and y is the index direction
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8
Experimental Procedure
• Calibration for wedge delay, exit point from
wedge front and shear wave velocity
• Raster scanning
g is p
performed in 1mm steps
p
in both scan (x) and index (y) directions
– Five different skew angles are used,
varying from 135° to 195°
– two cases are shown here: 150°
150 and
195°
150° positive skew
© 2014 Electric Power Research Institute, Inc. All rights reserved.
index
scan
195° negative skew
9
Comparison at 150° Positive Skew
• CIVA simulations are run in “Direct” mode; no reflections nor mode conversions are
included
– cumulated side views:
150°
150°
3
4
1
2
3
4
5
5
6
6
7
7
8
SIM
EXP
CUMULATED SIDE VIEW
CUMULATED SIDE VIEW
• Comparison is favorable; third through seventh SDHs detected experimentally
• Differences
– first two SDHs are not detected experimentally but are strongly present in the simulation
– CIVA predicting response along the length of the hole (was also the problem at the
negative skew) instead of only at the corner
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10
Comparison at 195° Negative Skew
• Cumulated side views:
195°
195°
1
2
3
4
5
6
7
8
EXP
• No SDH is detected experimentally; though there are blurred indications
for upper SDHs
• Simulated data show strong detection of every SDH
•S
Simulated results need further
f
investigation to determine the reason for
f
these signals
© 2014 Electric Power Research Institute, Inc. All rights reserved.
SIM
CUMULATED SIDE VIEW
CUMULATED SIDE VIEW
11
Notched Block
• Notched block is modelled as homogeneous isotropic steel
– Dimensions: 255.6mm×152.4mm×25.298mm (10”×6”×1”)
– Notches
N t h vary ffrom 1.27mm
1 27
(5% TWT/TWE) to
t 22.86mm
22 86
(90%
TWT/TWE) in height from back surface
• Probe is 0.5” 1.5MHz transverse; wedge at 45°
10
5
9
4
SHALLOW NOTCHES
8
3
DEEP NOTCHES
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12
7
2
6
1
Experimental and Simulated Results
• (top) cumulated VC top view, filtered
by time to remove backwall reflections
and (bottom) cumulated VC side view
• CIVA simulations performed using
single contact element at 1.5 MHz
– Si
Simulated
l t d scan performed
f
d iin 8 rows (15
mm apart); in each row, 456 data are
collected (0.5 mm apart)
• Responses from notches 1, 9 and 10
not discernible due to interference
6
5
7
4
8
3
6
5
7
4
8
3
2
2
EXP
SIM
CUMULATED TOP VIEW
CUMULATED TOP VIEW
CUMULATED SIDE VIEW
EXP
6
7
8
© 2014 Electric Power Research Institute, Inc. All rights reserved.
1
CUMULATED SIDE VIEW
2
3
4
SIM
5
6
7
8
13
1
2
3
4
5
Comparison Summary
• Normalized echodynamic curves of cumulated top view normalized
by (left) amplitude of response from second notch and (right)
amplitude of response from sixth notch
– Simulation tends to overestimate amplitudes of subsequent
notches
DEEP NOTCHES SHALLOW NOTCHES
2
3
4
5
6
7
8
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Comparison Summary
• Comparison of measured and actual depths of notches
– Both simulation and experiment tend to overestimate notch
depth i.e., the notch TWT/TWE is slightly underestimated
– Error slightly worsens for shallowest notches
7
5
6
6
5
4
2
3
2
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3
4
7
Austenitic Stainless Steel Piping Sample
• Piping sample from 10.0” NPS pipe
– contains two circumferential flaws
whose CL are at θ=30.0° and θ=78.1°
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Experimental Procedure
• A circular 0.25” 3.5MHz conventional probe is used; scanning performed using
transverse waves at 45° (steel) via a plexiglass wedge
– coupling
p g between p
probe and wedge
g achieved by
y mineral oil
– coupling between wedge and part achieved by running water
• Data collected by Zetec Omniscan MX 16-128
– controlling software: Zetec Ultravision 1.2R7
• ATCO LPS-1000 encoder used for motion control along two axes
© 2014 Electric Power Research Institute, Inc. All rights reserved.
17
Experimental and Simulated Results
• CIVA simulations performed using
• (top) cumulated VC top view,
single contact element at 3.5 MHz
filtered by time to remove
– Simulated scan performed in 89 rows (0
(0.8
8°
b k ll reflections
backwall
fl ti
and
d (b
(bottom)
tt )
apart); in each row, 35 data are collected
cumulated VC end view
(1.0 mm apart)
2
2
1
EXP
1
CUMULATED TOP VIEW
SIM
CUMULATED TOP VIEW
CUMULATED END VIEW
CUMULATED END VIEW
1
2
EXP
2
1
© 2014 Electric Power Research Institute, Inc. All rights reserved.
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SIM
Comparison Summary
• Flaws are well located by both experiment and simulation
• Differences
– CIVA overestimates length
g of first flaw;; experimentally
p
y it is underestimated
– Both methods underestimated length of second flaw
– CIVA underestimates strength of reflection from first flaw relative to the
second flaw
1
flaw 1 CL
flaw 1 length
flaw 2 CL
flaw 2 length
actual
30.0°
10.6°
78.1°
14.8°
experimental
30.1°
8.9°
77.4°
12.2°
simulated
30.0°
11.8°
78.4°
12.9°
2
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19
UT Simulation Summary
• Three comparisons have been observed:
– Quality of CIVA off-axis predictions from SDH
– Relative reflection strengths and depth estimations from notches
cut into steel block
– Quality of experimental and CIVA-estimated location of
circumferential
i
f
ti l flflaws iin austenitic
t iti stainless
t i l
steel
t l piping
i i sample
l
• Good qualitative and visual agreement between simulation and
experiment given the main limitations:
– no noise present in CIVA simulations
– user must be aware of CIVA simulation options, particularly those
controlling number of modes and reflections
– options are available to account for structural noise and other
simulation phenomena but computation time is greatly increased
• CIVA simulation performed adequately when compared against
experimental measurements for notched block and austenitic
stainless steel piping sample
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20
Eddy Current Inspection of Steam Generator Tube w/ Holes
© 2014 Electric Power Research Institute, Inc. All rights reserved.
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CIVA ET simulation
400 kHz bobbin coil, differential mode, ASME standard, IN 600, OD: 0.875” , WT: 0.05”
© 2014 Electric Power Research Institute, Inc. All rights reserved.
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CIVA ET simulation vs. experimental Results
400 kHz bobbin coil, differential mode, ASME standard, IN 600, OD: 0.875” , WT: 0.05”
Simulation results
Experimental results
Red: 100% thru; Black: 69%; Blue: 19%
© 2014 Electric Power Research Institute, Inc. All rights reserved.
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CIVA ET Simulation vs. Experimental Results
400 kHz bobbin coil, absolute mode, ASME standard, IN 600, OD: 0.875” , WT: 0.05”
Red: 100% thru; Black: 69%; Blue: 19%
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CIVA RT Screen Dump
Tube Voltage: 220 kV; Tube Current 2 mA; focus-to-film distance : 25”: Exposure Time: 30 s
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