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Innovative Materials Testing Technologies, Inc.
1
ASNT Colorado Chapter Meeting, April 8, 2008
Thick & Multi-Layer Aircraft Structure NDI Using Remote Field Eddy Current
(RFEC) Technique
Yushi Sun
Innovative Materials Testing Technologies, Inc.3141 W. Torreys Peak Drive
Superior, CO 80027Tel: 303 554 8000Fax: 303 554 8001
Email. [email protected]
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ASNT Colorado Chapter Meeting, April 8, 2008
Contents• RFEC effect in tubing and flat geometries• Comparison of RFEC technique with conventional EC
technique• Example No. 1 - Corrosion detection in thick &
multilayer structures• Example No. 2 - Crack detection in thick & multilayer
metallic structures• Example No. 3 - Crack detection through thick
composite• Example No. 4 - Crack detection in bolt hole through
bushing• NDI automation
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ASNT Colorado Chapter Meeting, April 8, 2008
RFEC Phenomenon in Metallic Tubes
Phenomenon:
Signals received by pick-up coils are sensitive to changes in wall thickness, conductivity, and permeability.
ΦRFExcitation coil Pick-up coil
Φ
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ASNT Colorado Chapter Meeting, April 8, 2008
RFEC Phenomenon in Metallic Tubes
Phenomenon:
Signals received by pick-up coils are sensitive to changes in wall thickness, conductivity, and permeability.
Direct energy coupling path
Indirect energy coupling path
ΦRFExcitation
coilPick-up coil
Φ
Indirect energy coupling path
Underlying Physics:1. Direct energy coupling is restricted by EC in the wall.2. Pick-up coil signal ΦRF is dominated by the energy diffusing along the
indirect coupling path that traverses the wall twice.3. Changes in the phase of ΦRF are directly proportional to the thickness
of the wall.
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ASNT Colorado Chapter Meeting, April 8, 2008
Magnetic Field Distribution around a Conducting Pipe
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POYNTING Vector Plot Showing Energy TransmissionAround Pipe Wall – No Defect Case
Finite Element Modeling Result (3)
Magnetic energy goes from pipe ID to OD, spreads along OD, then comes back to pipe ID in remote field region
Near field Remote field
Distance down pipe [pipe OD]
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ASNT Colorado Chapter Meeting, April 8, 2008
POYNTING Vector Plot Showing Energy TransmissionAround Pipe Wall – Defect Case
Finite Element Modeling Result (4)
A defect provides a “short cut” to energy transmission path. Therefore, stronger and less phase lag magnetic field is seen at defect area in remote
field region
Near field Remote fieldDefect signal
seen here
Wall
Excitation Coil
Pipe inside
Pipe outside
Distance down pipe [pipe OD]
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ASNT Colorado Chapter Meeting, April 8, 2008
IntroductionFG RFEC Probe
A Solution for Deep Penetration
The probe blocks the direct coupling path. The energy released from the drive unit is forced to go along the indirect coupling path.
Therefore, the entire signal received by the pickup unit has passed the wall twice and carries the whole information about the wall condition.
Indirect Coupling Path
Pickup UnitDrive Unit Direct Coupling Path
ΦRF
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ASNT Colorado Chapter Meeting, April 8, 2008
FG RFEC Technique versus EC Techniques* ECT• Impedance Z is proportional to total flux, Φ.
In a reflection probe induced voltage V is proportional to Φ, too.• A flaw causes very limited change in Φ, since also in Z or V.• The change in Φ caused by a deeply hidden flaw may be less than
0.001% - 0.0001%.• Different approaches have been used to cancel/compensate the normal
signal and separate out the flaw signal. However, a perfect separation of the two signals is practically impossible.
------------------------------
* ECTs here represents all EC methods other than RFEC. It includes Pulsed EC, Self-Nulling Probe, SQUID, MOI, MWM and traditional EC.
Indirect Coupling Path
Pickup UnitDrive Unit Direct Coupling Path
ΦRF
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ASNT Colorado Chapter Meeting, April 8, 2008
FG RFEC• V is proportional to a portion of the flux, ΦRF, that
has passed through the test object twice and represents the local condition of the object between the driver and receiver.
• The presence of a defect results in a large change inΦRF, and also in V.
• The change in phase of ΦRF has a linear relation with the wall thickness.
FG RFEC vs. EC
Indirect Coupling Path
Pickup UnitDrive Unit Direct Coupling Path
ΦRF
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ASNT Colorado Chapter Meeting, April 8, 2008
EC• Signal level is high, but flaw-induced signal
variations are low. The ratio of flaw signal to normal-signal is low. This limits the gain value can be used in an instrument.
FG RFEC• Signal level is low, but flaw-signal/normal-
signal ratio is high. This allows higher gain for a given flaw signal.
RFEC vs. EC
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ASNT Colorado Chapter Meeting, April 8, 2008
Super Sensitive Eddy Current Instrument SSEC II
Modification of conventional EC instrument; capable of working with FG RFEC probes as well as conventional EC probes
Higher sensitivity and larger gain to work with the extremely weak signal from an RFEC probe
Fully computerized system capable of on the spot automatic control, signal processing and pattern recognition
Light (2.4lbs), small and portable
Dimension:12”(L)x8.7”(W)x1.7”(H)
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SSEC II Instrument & System
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Example No. 1Corrosion detection in thick
& multilayer structures
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ASNT Colorado Chapter Meeting, April 8, 2008
Sliding Probes Used for Corrosion Detection
RF4 V.3Footprint: 0.85” x 2.15”
Coil Center-to-Center Distance, CCD = 1.15”
RF2 V.3Footprint: 0.3” x 0.62”
Coil Center-to-Center Distance, CCD = 0.3”
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ASNT Colorado Chapter Meeting, April 8, 2008
Example 1.1:5 Layer 2024 T3 Aluminum Specimen
0.1” + 0.1” + 0.19” +0.19” + 0.063”Total Thickness = 0.643”
Corrosion on Bottom of 5th LayerLocation = 0.603”
3” × 3” × 0.040”
Rf4 V3
Location = 0.603”
0.5” × 0.5” × 0.040”
0.100”
0.100”
0.063”
0.190”0.190”
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Example 1.1Corrosion Sample – the 5th Layer
0.063” thick aluminum, chemical thinning on the bottom side
0.5” × 0.5” × 0.040"
3.0” × 3.0” × 0.040"
Specimen provided by CNDE
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Test Result – Example 1.1.13” × 3” × 0.040” 5th Layer Bottom Side Corrosion, f=200Hz
Total Thickness = 0.643”, Location = 0.603”
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Test Result – Example 1.1.20.5” × 0.5” × 0.040” 5th Layer Bottom Side Corrosion, f=200Hz
Total Thickness = 0.643”, Location = 0.603”
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ASNT Colorado Chapter Meeting, April 8, 2008
Example 1.23 Layer 2024 T3 Aluminum Specimen
0.26” + 0.05” + 0.063”Total Thickness = 0.373”
Corrosion on Bottom of 3rd LayerLocation = 0.367”
0.260”
0.063”
0.050”
0.5” × 0.5” × 0.006” corrosion
RF4 V3
0.367”
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ASNT Colorado Chapter Meeting, April 8, 2008
0.5” × 0.5” × 0.006"
Example 1.2Corrosion Sample – the 5th Layer
0.063” thick aluminum, chemical thinning on the bottom side
Specimen provided by CNDE
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ASNT Colorado Chapter Meeting, April 8, 2008
Test Results - Example 1.20.5” × 0.5” × 0.006” 3rd Layer Bottom Side Corrosion, f=500Hz
Total Thickness = 0.373”, Location = 0.367”
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ASNT Colorado Chapter Meeting, April 8, 2008
Corrosion detection through thick composite layer & metal + composite layers
Example 1.3
1st layer 0.350” thick graphite epoxy composite2nd Layer 0.190” thick 2024 T3 Aluminum
3rd layer 0.063” thick CNDE corrosion sample
0.350” composite
0.063”
0.190” aluminum
3.00” ×3.00” × 0.040” corrosion
RF4 V3
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Example 1.3Corrosion Sample – the 5th Layer
0.063” thick aluminum, chemical thinning on the bottom side
0.5” × 0.5” × 0.040"
3.0” × 3.0” × 0.040"
Specimen provided by CNDE
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Example 1.3Typical Test Result
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Example No. 2Crack detection in thick &
multilayer metallic structures
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ASNT Colorado Chapter Meeting, April 8, 2008
Sliding Probe Example 2.1Detecting 2nd Layer Notches in 0.25” + 0.25” Thick
B-52 Wing Spar Structure
181716
Y
Xx5x1
14 Scan Area
15 19
Edge Cutx0
29 mmX – Scan direction
19.7 mm
Excitation coil
Pickup coilFastener
15 – 2nd layer notches (0.100” & 0.245”)16-17 – 1st layer notch18-19 – 2nd layer notch
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ASNT Colorado Chapter Meeting, April 8, 2008
Detecting Crack in 0.25” + 0.25” Thick B-52 Wing Spar Structure
15: 2nd layer vertical notches (0.100” & 0.245”)
16-17: 1st layer
Other holes
f = 100 Hz, EFD = 19.7 mm
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ASNT Colorado Chapter Meeting, April 8, 2008
Rotational Scan Using A Rotary Probe Minimizing Noise from Fastener
Ball-bearing rotation guide
Slip ring Connector
Probe carriage
Composite layer
Titanium layer under inspection
Slip ringProbe carriage
Probe head with centering pin
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ASNT Colorado Chapter Meeting, April 8, 2008
Rotational Scan – Minimizing noise from fastener
-+ -+
Diff Sensors
Fastener- head Excitation Coil
Diff Sensors
Fastener- head Excitation Coil
Probe 2 – No signal unless there is a crack
FastenerSensor
Drive coil
FastenerSensor
Drive coil
Probe 1 – Constant signal unless there is a crack
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ASNT Colorado Chapter Meeting, April 8, 2008
Success Story 1 Detecting Cracks in Raised-Head Fastener holes
Specimen
A pocket closely
matches fastener
head
FG RFEC Probe
Additional Guide for
Probe Rotation Test
Specimen
A round probe head serves as a guide for probe rotation
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0.100” rivet head overhang
Rotorcraft - Detection of Second Layer Cracks Topside
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.91
0 0.02 0.04 0.06 0.08 0.1 0.12
Flaw Length (in.)
Prob
abili
ty o
f Det
ectio
n
Phasec/Walking Probe Insp. #1 Phasec/Walking Probe Insp. # 2Phasec/Walking Probe Insp. # 3 Foerster-Rivet Check w/Custom ProbeRemote Field Eddy Current Concave Probe Insp. #1Concave Probe Insp. #2
Comparison of POD with other NDI TechniquesCarried out by FAA AANC, Sandia Labs
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Success Story 2 Detecting Lower Layer Cracks in Boeing 723 Lap-Joint
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ASNT Colorado Chapter Meeting, April 8, 2008
New Challenge in Deep Crack DetectionWith Edge Effect and Steel Fastener
1. Signal magnitude is no longer an indication of existence of a crack
2. Other parameters, such as phase angle and/or shape of impedance plane must be used for crack identification
3. Concept of pattern recognition is needed
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Example 2.2 Detecting 0.200” 2nd Layer EDM Notch
in A Specimen Simulating0.500” + 0.140” C-130 Wing Structure
Specimen provided by Canadian Air Force
Notch
Steel fasteners
0.50
0” th
ick
1stla
yer
2nd
laye
r
Front View Bottom View Side View
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Rotational Scan: Result of Example 2.2 Crack free
Observation:In deep crack detection signal magnitude is no longer the indication of existence of a crack, other parameters, such as phase angle and/or shape of impedance plane must be used for crack identification. Concept of pattern recognition is needed.
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ASNT Colorado Chapter Meeting, April 8, 2008
Step motor inside
Motor controller inside
Probe carriage
Probe head
Connectors
Probe carriage
Rotation guide with suction base
Ball bearing rotation guide with suction base
Probe head
Sealing rubber tube
Vacuum area
Automated Rotary ScannerEnsuring Constant Speed for Online Signal
Processing & Crack Identification
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Application Example 2.3Inspection of C130 Lower Wing Structure
Problem description
1st layer0.250” 7075-T7351
2nd layer0.140” thick & 1.0” wide 7075 T7351Steel fasteners
6
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ASNT Colorado Chapter Meeting, April 8, 2008
1.0”
1.0”
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12
.600 .500 .400 .300 .200 .100
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12
1st layer – 0.250” 7075-T73512nd layer – 0.140” thick & 1.0” wide 7075 T73512nd Layer - Rectangular notch, Steel fasteners
Application Example 2.3Inspection of C130 Lower Wing Structure
Test Sample
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ASNT Colorado Chapter Meeting, April 8, 2008
#4 0.6” EDM
P=262
#5 0.5” EDM
P=327
#6 0.4” EDM
P=235
#7 0.3” EDM
P=200
#8 0.2” EDM
P=101
#9 0.1” EDM
P=21
#10 no EDM
P=15
#11 no EDM
P=1
#12 no EDM
P=17
#2 no EDM
P=3
#3 no EDM
P=3
Application Example 2.3Inspection of C130 Lower Wing Structure
Test Results – Impedance Plane (1)
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Shape Factor P=101Shape Factor P=1.0
0.2” EDMNo EDM
Application Example 2.3Inspection of C130 Lower Wing Structure
Test Results – Impedance Plane (2)
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0
50
100
150
200
250
300
350
1 2 3 4 5 6 7 8 9 10 11
#9 0.1”
#8 0.2”
#7 0.3”
#6 0.4”
#5 0.5”
#4 0.6”
#2 0.0”
#3 0.0”
#10 0.0”
#11 0.0”
#12 0.0”
P
Shape Factor P
7
Application Example 2.3Inspection of C130 Lower Wing Structure
Test Results – Shape Factor
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Example 2.4 – Simulating Boeing 707 Wing Structure
Detection 2nd layer vertical crackswith Steel fasteners, crack very close to 2nd layer edge
A AB BC CD D0B C D
Upper Row
1st layer - 0.250” Aluminum
2nd layer - 0.313” Aluminum
0.75
0”
2nd layer edge
Steel Fasteners
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ASNT Colorado Chapter Meeting, April 8, 2008
Example 2.4Detection 2nd layer vertically aligned cracksclose to 2nd layer edge & with steel fasteners
Challenges:1. In this particular case crack signal DECREASES with increase of
notch size as shown in next page.2. The underline physics of this phenomenon so far remains
unknown. 3. A notch can not be identified by any single parameter of detected
signal. A Shape Factor P, which is a combination of a few features of the shape of the impedance plane, is used for identification of a notch.
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Application Example 2.4Inspection of Boeing 707 Lower Wing Structure
Typical Test ResultsImpedance Plans and ellipse curve fitting
AB
P=0.66
BC
P=0.92
CD
P=0.57
EF
P=0.71
FG
P=0.58
H0
P=0.91
A
P=0.66
B
P=0.74
C
P=2.51
F
P=7.21
G
P=4.58
H
P=100
D0
P=1.0
D
P=3.04
E
P=6.11
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ASNT Colorado Chapter Meeting, April 8, 2008
0.2” EDM notch
Shape Factor P=6.11
without notch
Shape Factor P=0.57
Example 2.4 - Signals from Fastener Holes w/ and w/o a NotchSignal decreases with increase of notch size
and varies in its size and shape
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Shape Factor P
0123456789
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Notched fastenersGood fasteners
C 0.15”
D 0.17”
E 0.20”
F 0.22”
G 0.25”
H 0.30”
P
B 0.13”
A 0.10”
AB
0.00”
BC
0.00”
CD
0.00”
D0 0.00”
EF 0.00”
FG 0.00”
H0 0.00”
9
Application Example 2.4Inspection of Boeing 707 Lower Wing Structure
Typical Test Results
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ASNT Colorado Chapter Meeting, April 8, 2008
Challenges in Crack Detection in Titanium Layer through A Thick Composite Layer
1. Removal of composite for crack detection is practically impossible in new aircraft structures
2. Conventional ECT has limited capability in detecting a small crack after penetrating thru thick composite layer
3. Unknown capability of ultrasonic technique in this application
4. Our choice – Flat Geometry Remote Field Eddy Current (FG_RFEC) technique driven by Super Sensitive Eddy Current (SSEC) instrument.
Example 3Crack detection thru thick composite
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ASNT Colorado Chapter Meeting, April 8, 2008
Example 3Crack detection thru thick composite
1. Raster scan using a sliding probeAl layer crack thru 1.5” thick polycarbonate layer
2. Rotational scan using a rotary probe or scanner• Detecting Ti layer fatigue crack thru 0.5” thick
graphite epoxy layer• Detecting Ti layer corner EDM notch thru 0.5”
thick graphite epoxy layer
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ASNT Colorado Chapter Meeting, April 8, 2008
Example 3.1: Detection of aluminum layer crack through 1.5” of polycarbonate using sliding
probe RF4 V3A*
Three 7”×13” polycarbonate pieces with thicknesses:567-007 – 0.567”;483-007 – 0.483”442-007 – 0.442”
A 9.0”×1.25”×0.20” aluminum strip attached below each of themTitanium fasteners
Two layersOne layer Three layers
* Specimens provided by NAVAIR.
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ASNT Colorado Chapter Meeting, April 8, 2008
T = 0.567”
One-Layer Test Results – Specimen 567-007 – 0.567” Thick
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Summary of all result s at 2.0 kHz
Part III – Crack detection through thick composite layer
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MaximumY = 0.1215v
f = 200Hz
Tree-Layers Test Results – All 3 Specimens on Top each otherTotal Thickness ≈ 1.500”, f = 0.2kHz
Part III – Crack detection through thick composite layer
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No Notch600-500-400-S
Ti Thickness .60”Straight Groove
No Notch750-500-400-C
Ti Thickness .75”Curve Groove
0.400” Top Corner EDM Notch
750-500-400-CTTi Thickness .75”
Curve Groove
0.250” Top Corner Notch
600-500-400-STTi Thickness .60”
Curve Groove
0.250” Bottom Corner EDM Notch
750-500-400-CBTi Thickness .75”
Curve Groove
CS-500-5000.500” Thick
Composite Layer
CS-350-5000.350” Thick
Composite Layer
Real Large & through Crack
Specimen
Photos of Standards Provided by AFRL
Example 3.2Ti layer Corner EDM Notch detection Thru 0.35” –
0.50” Graphite Epoxy Layer
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ASNT Colorado Chapter Meeting, April 8, 2008
A 0.35” thick composite on top of 0.75” thick Ti layer with a curved groove
Fitting ellipse angle=35.25°Fitting ellipse angle=-0.27°
No EDM notch 0.40” upper corner EDM notch
Example 3.2.1Detecting 0.40” upper corner notch
Thru 0.350” thick composite layer
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Part III – Crack detection through thick composite layer
Example 3.2.2Detecting 0.250” upper corner notch
Thru 0.500” thick composite layerA 0.50” thick composite on top of 0.75” thick Ti layer
with a curved groove
Fitting ellipse angle=1.13° Fitting ellipse angle=30.96°
No EDM notch 0.40” upper corner EDM notch5
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Example 4Crack detection in bolt hole
through bushing
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ASNT Colorado Chapter Meeting, April 8, 2008
Through Bushing Inspection System1. Fatigue cracking at fastener holes is a common problem in
aircraft. 2. A repair bushing to return the hole to its nominal diameter
after crack removed. 3. subsequent reinspection of the repaired hole often requires
removal of the bushing 4. This approach results in significant downtime and labor costs
and potentially damaging to the integrity of the aircraft structure.
5. IMTT’s Bushing Inspection System provides a unique and innovative approach to detecting these under bushing cracks.
6. No bushing removal required, high sensitivity, superior efficiency & reliability
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Thru Bushing Inspection Scanners
1. Scanners RF BSH 0.5 (for bushing ID 0.35” – 0.60”)
• Manual scanner• Automated scanner
2. Scanners RF BSH 1.5 (for bushing ID 0.50” – 2.00”)
• Manual scanner• Automated scanner
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Introducing Scanners RF BSH 0.5(for bushing ID 0.35” – 0.60”)
Automated scanner
The probe diameter is fixed. Probes can be built for each bushing diameter desired.
SBIR Phase II project 2005-2007 sponsored by AFRL
ball-bearing guide
Drive coil
Magnets holderPickup coil
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Hardware
1. FG_RFEC probe
2. An optical switch detecting probe circumferential location
3. A linear encoder & index switch detecting probe axial location
4. Built-in motor controller
5. Hands-free inspection using magnets
6. Light weight ~ 1.5 lb
Motors for rotation and Z-translation
Motor controller
Optic switch
Shaft driving probe
rotationStandard
Magnetic foot
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Hands-Free in A Vertical Inverted Position
Scanner
Real Aircraft WAF SampleReal Aircraft WAF Sample
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Movie Showing How the Scanner works
To Start the movie double left click on the picture
Part 2.1 RF BSH 0.5 Automated Scanner Hardware
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1. Computerized Instrument – SSEC II S
2. Automated Scanning and Image Display
3. Advanced On the Spot Signal Processing and Crack Identification/Quantification
4. Simple and User-Friendly User Mode
5. Sophisticate functions for Scanner Parameter Settings and Optimization in Advanced User Mode
6. Authorized Switching between Two Modes
Software
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Example Showing the Work of the Algorithm
Original Image After Signal processing
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• Two φ0.532” holes with Inconel bushings installed (yellow arrows/red outlined holes).• Hole #3, large crack, 0.075 x 0.090• Hole #4, small crack, 0.060 x 0.020
• Cracks at wing skin layer (red layer)
3 4
3 4
Aircraft Wing Attach Fitting section with bushed holes containing cracks0.090”at interface x 0.075”into bore 0.020”at interface x 0.060”into bore
A Typical Test ResultsReal Aircraft Sample
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Aircraft Wing Attach Fitting Section with Bushed Holes Containing A Cracks In Hole #4
Simplified Structure of Real Aircraft Sample
Fastener Hole0.000”
0.270”0.37”
0.610”
0.91”
1.66”
0.060”×0.020” crack
0.51”
Bushing
Steel
SteelAluminum
Aluminum
Aluminum
Aluminum
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Real aircraft hole #3A 0.075” x 0.090” crack
Real aircraft hole #4A 0.060” x 0.020” crack
No crack standardNo crack
1,088mV 460mV
Part 2.3 Test Results (1) Real Aircraft Sample
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NDI automationAuto-control & real time
signal processing and crack identification
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Automated Bushing Scanning System
1. Automatic probe position, in Z-direction, positionidentification and recording using a linear encoder and a built-in index;
2. Automatic identification of circumferential position of probe using an optic switch and display image;
3. Automatic scan one or two given ranges, or segments, in a bushing hole;
4. Automatic signal processing to remove noise;
5. Automatic crack identification and quantification;
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On going new development
On Going New Development1. Automatic Identification of Existence of Bushing – Success2. If yes, Automatic Measurement of Bushing Thickness – Success3. Following Automatic Instrument and Scanner Parameter settings
– On Going 4. Automatic Vertical Scan to Identify Scan Area – Success5. Automatically Move Probe to the Scan Area – On Going6. Etc.