two-dimensional analysis of subharmonic ultrasound ... · pdf filetwo-dimensional analysis of...
TRANSCRIPT
1
Two-dimensional analysis of
subharmonic ultrasound generation at
closed cracks by damped double nodes
Kazushi YAMANAKA, Yohei SHINTAKU,
Miyuki OGUMA and Yoshikazu OHARA
Tohoku University (Japan)
2
Content of this talk
• Background
“Why high depth resolution is required for
nonlinear imaging methods”
• New simulation method for nonlinear ultrasound
• Effect of amplitude, incidence angle and residual
stress
• Comparison with Experiments
• Conclusion
3
Background
If the crack is closed by
(residual stress, oxide film)
Important structures such as nuclear power plant is degraded by
cracks including
・Stress Corrosion Crack
(SCC)
・Fatigue Crack
Problem
Open Region
O
A
B Closed Region
Weld Parts
Underestimation of crack
SCC in
stainless steel
SCC in
Ni-based alloy
To solve this, accurate crack depth
measurement is essential.
4
Report on Primary Loop
Recirculation piping
Feb 26, 2003 Japanese
Government organization
6-1 p13.
『UT:1.0mm ⇒
Real depth: 8.5mm』
Onagawa No1 Plant
Miyagi (near Sendai)
Real depth (mm)
Est
imat
ed d
epth
by U
T (
mm
)
Example of crack sizing error in atomic power
plant in Japan (worst case)
5
Nonlinear Ultrasound
Closed Crack
ω
Small Amplitude
Underestimation
Overlook
Transmission
ω
Large Amplitude
ω
Superharmonics < Subharmonics
Closed Cracks ,
Transducer, Couplant Closed Cracks
Possible to detect closed cracks
Generation of Nonlinear Ultrasound
Superharmonics 2ω, 3ω,・・・ [1]
Subharmonics ω/2, ω/3,・・・ [2-4]
[1] O. Buck, et al., Appl. Phys. Lett. (1978).
[2] I. Solodov, et al., Acoust. Phys. (1993).
[3] K. Yamanaka, et al., JJAP. (2004).
[4] Y. Ohara, et al., Ultrasonics. (2006).
Contact Vibration
(Opening and Closing)
Crack Plane
Source
Accurate imaging of
closed cracks with
high selectivity
Selectivity of closed cracks
6
1D oscillator model
・K. Yamanaka, T. Mihara, T. Tsuji, Jpn. J.
Appl. Phys. 43 (2004) 3082.
・Y. Ohara, T. Mihara, K. Yamanaka,
Ultrasonics 44 (2006) 194.
・R. Sasaki, T. Ogata, Y. Ohara, T. Mihara, K.
Yamanaka, Jpn. J. Appl. Phys. 44 (2005) 4389.
0 5 10 15
-10
0
10
Crack position x / �Ð
mF
orce f
(arb
.Un
it.)
COD )sin)(( tatx�̀��
0 5 10 15
-10
0
10
0 5 10 15
-10
0
10
Crack position x / �Ð
mF
orce f
(arb
.Un
it.)
COD )sin)(( tatx�̀���̀��
Configuration of
crack and probe can
not be expressed in
detail.
Short burst of even
a few cycles can
show subharmonics.
m k
Time t, a.u.
Dis
pla
cem
ent
of
mas
s
7
Practical
thick
specimen
(40 mm)
Subharmonic Phased Array for Crack Evaluation (SPACE)
8
Experiments
on a closed
fatigue crack
in Al alloy
(μs) Time
②tip diffraction echo
20
–30
–20
–10
0
15
Load:p
Am
pli
tud
e
①lateral wave ③reflection echo from slit
③
②
①
P
0kgf
150kgf
0kgf
(⊿p=10kgf)
(⊿p=-10kgf)
Mag.Mag.
10 m
Crack Tip
9
Image of open and closed crack in aluminum alloy (A7075)
5mm
Tip Tip
Back 5mm
Tip Tip
Sample B (Kmax=14, Kmin=2
kgf/mm3/2)
Sample A(Kmax=17, Kmin=2
kgf/mm3/2)
f/2 f
f/2 f
Back
>
Open
f/2 f
<
Closed
f/2 f
10
f/2 f
5mm
A
112 MPa
A
B
84 MPa
A
B
C
29 MPa
Dependence of Crack Images on Crack Closure Stress
29MPa
(2kN)
Load
f/2 f 84MPa
(9kN)
f/2 f 112MPa
(12kN)
・Closure stress of more than 100MPa
・The boundary between the open and closed region at B became ambiguous →The linear scattering source diminished
・ Imaging of the change in crack state with varying closure
stress
・ Subharmonic images always gave an accurate crack depth
・Imaging of various parts of crack as well as crack tip 8.9
8.9
8.9
6.8
3.1
(a) (b)
(c) (d)
(e) (f)
(g)
11
Measurement accuracy of crack depth measured with SPACE
Y. Ohara, T. Mihara, R. Sasaki, T. Ogata, S. Yamamoto, Y. Kishimoto, K. Yamanaka,
Appl. Phys. Lett. 90 (2007) 011902.
0 10 200
10
20
True crack depth [mm]
Mea
su
red
cra
ck d
ep
th [m
m]
Fatigue crack(A7075)
f f/2Fatigue crack (SUS316L)
SCC1 (SUS304)
SCC2 (SUS304)
112 MPa
29 MPa
84 MPa
Fundamental images → Underestimation
Subharmonic images → Accurate crack depths with a measurement accuracy
of approximately 1 mm
Y. Ohara, S. Yamamoto, T. Mihara, K. Yamanaka, Jpn. J. Appl. Phys., 47 (2008) 3908.
12
Damped double node (DDN) model
to reproduce subharmonic generation
in bulk material
Applied to finite difference time
domain (FDTD) simulation
New simulation method for
nonlinear ultrasound
13
43
4
w
w
3T
3T1T
3T
w
3T
w
w
1T
1T
1T
u
u
5T
u
5T
u
5T
z
w
w
3T
3T1T
3T
w
3T
w
w
1T
1T
1T
u
u
5T
u
5T
u
5T
i
w
w
3T
3T1T
3T
w
3T
w
w
1T
1T
1T
u
u
5T
u
5T
u
5T
2
1i
2
1i
2
1j
j
2
1j
x
Finite difference time domain (FDTD) method
,53
x
T
z
T
t
w
z
T
x
T
t
u 51
,13111
z
wc
x
uc
t
T ,3313
3
z
wc
x
uc
t
T
x
w
z
uc
t
T 55
5
x
zAssuming cubic crystal and Uy=0, we
apply Hooke’s law
And Newton’s second law, alternatively
For example, particle velocity w,
k
ji
k
ji
k
ji
k
ji
kk
ji
TTx
t
TTz
tww
ji
,5,15
2
1,
2
13
2
1,
2
131
,2
1,
2
1
The density of particle velocity
node at free boundary is made
proportional to the number of the
stress node connected to it.
(M. Sato, 2007)
unit
cell
14
Closed crack Open crack
kkk
ji jijiwww
,2
1,
2
1
1
,2
1
0w
)(21,
2
1,
2
1
2
1,
2
13,
2
1
1
,2
1
k
ji
k
ji
k
jiPL
k
ji
k
jiwwTVww
Opening
Closing
2
1
2
1,
2
132
1
2
1,
2
132
1
32
1 k
ji
k
ji
k
M TTT
damping
thM TT3
5T
3T
w
u
5T
3Tu
5T
j
1T
1T
1j
w
w
1j
2
1j
2
1j
5T
3T
w
u
5T
3Tu
5T
1T
1T
w
w
5T
3T
w
u
5T
3Tu
5T
1T
1T
w
w
1i i 1i2
1i
2
1i 1i
5T 5T
3T
w w
u u
5T
3Tu
5T
j
1T
1T
1j
5T
u
u
5T
w
w
w
w w
i 1i
1j
2
1j
2
1j
2
1i
2
1i
ww
u
1T
3T1T
3T
1T
3T
ww
Damped double node (DDN) model
Criteria of crack
opening/closing
・If T3M ≦ Tth, the crack continues to be
closed state.
・If T3M > Tth, the crack becomes open.
・If ⊿w>0, the crack continues to be open.
・If ⊿w≦0, the crack becomes closed.
The grid is separated to dual nodes, and the
viscous damping is proportional to the particle
velocity difference between w- and w+.
Crack plane has normal grid which
is the same as no defect area.
Tensile stress
Crack opening displacement
100 MPa
15
Effect of amplitude, incidence
angle and residual stress
16
Normal incidence
# of element 32 cntered at (0, 150) Frequency 8MHz; time step 2 ns Wavelength λ=0.69 mm; node step 0.02mm Crack depth d= 3mm ; d/λ=4.4 (deep crack) Incident angle 0° Particle displacement 20, 40 and 80 nm Focus position (150, 1200) Compression stress 100 MPa
z O
crack length : 200
x
32 element array
20μm/grid
Comparison of amplitude
Amplitude 20nm
Amplitude 80nm
17
Wgain=-1.86=40nm Γ=0.7
0 1 2
0
100
200
0 1 2
0
100
0 1 2–200
–100
0
Time t (us)
CO
D Δ
W (
nm
)W
+ (
nm
)W
– (
nm
)
0 10 20 30 400
50
100
0 10 20 30 400
50
100
0 10 20 30 40
50
100
Frequency f (MHz)
CO
D (
dB
)W
+ (
dB
)W
–(d
B)
Low amplitude input wave 40nm
No COD
Spectral analysis of small amplitude incident wave
18
0 1 2
0
100
200
0 1 2
0
100
0 1 2–200
–100
0
Time t (us)
CO
D Δ
W (
nm
)W
+ (
nm
)W
– (
nm
)
0 10 20 30 400
50
100
0 10 20 30 400
50
100
0 10 20 30 40
50
100
Frequency f (MHz)
CO
D (
dB
)W
+ (
dB
)W
–(d
B)
Wgain=-3.68=80nm Γ=0.7
Clear subharmonics in
transmission side
High amplitude input wave 80nm
Finite COD
Spectral analysis of large amplitude incident wave
19
Generation of subharmonic waves for w+.
We succeeded in reproducing the subharmonic waves by the 2D
model of closed cracks with compression residual stress.
Wavelet analysis of large amplitude incident wave
0 25 50 75 100 125 150 175
0
20
40
60
80
100
120
A B C D E
0 1 2
0
100
200
0 1 2
0
100
0 1 2–200
–100
0
Time t (μ s)
CO
D Δ
W (
nm
)W
+ (
nm
)W
– (
nm
)
80nm
Time t ( s)
CO
D Δ
w
(nm
) w
+ (
nm
) w
- (
nm
)
Incident side
COD
Transmit side
f /2
Δw
w +
w -
20
0 1 2
0
100
200
0 1 2
0
100
0 1 2–200
–100
0
Time t (us)
CO
D Δ
W (
nm
)W
+ (
nm
)W
– (
nm
)
Wgain=40nm Γ=0.7 No compression stress Tzz=0
COD when 40nm input
Clear superharmonics
with unclear subharmonics
0 10 20 30 400
50
100
0 10 20 30 400
50
100
0 10 20 30 40
50
100
Frequency f (MHz)
CO
D (
dB
)W
+ (
dB
)W
–(d
B)
Envelop detection,
mechanical diode (DC effect)
Effect of compression stress
40nm incident wave
21
Oblique incidence
21
z O
crack length : 200
x
20μm/grid
Amplitude dependence
Amp 20nm
Amp 80nm
Amp 160nm
Closed crack
at the center
# of element 32 cntered at (0, 150) Frequency 8MHz; time step 2 ns Wavelength λ=0.69 mm; node step 0.02mm Crack depth d= 3mm ; d/λ=4.4 Incident angle 56.3° Particle displacement 20nm, 80nm, 160nm Focus position (150, 1200) Compression stress 100 MPa
22
0 1 2 3
0
100
200
0 1 2 3
0
100
0 1 2 3–200
–100
0
Time t (us)
CO
D Δ
W (
nm
)W
+ (
nm
)W
– (
nm
)
Time t
(μs)
CO
D Δ
w
(nm
)
w +
(nm
)
w -
(nm
)
0 25 50 75 100 125 150 175
0
20
40
60
80
100
120
Time t (µs) 0 3.2
f /2
Δw
w +
w -
Simulation of oblique incidence
Subharmonic components were observed more clearly in
the oblique incidence than in the normal incidence.
23
0 1 2
–0.0001
0
0.0001
0.0002
0 1 2
–0.0001
0
0.0001
0.0002
0 1 2
–0.0001
0
0.0001
0.0002
Time t (μ s)
T3M
T31+
T31–
0 1 2
–0.0001
0
0.0001
0.0002
0 1 2
–0.0001
0
0.0001
0.0002
0 1 2
–0.0001
0
0.0001
0.0002
Time t (μ s)
T3M
T31+
T31–
(b) γ=0.7 (a) γ=0
Effect of damping on the stress waveform High frequency noise disturbs clear
observation of superharmonics Damping enhances subharmonics
24 (b) γ=0.7
0 25 50 75 100 125 150 175
0
20
40
60
80
100
120
0 25 50 75 100 125 150 175
0
20
40
60
80
100
120
(a) γ=0
f /2 is
enhanced
by the
damping
Freq
ue
ncy
f
(MH
z)
4
Time t (µs) Time t (µs) 0 0 3.2 3.2
8 f f/2 4
8
8 f f/2 4
8
8 f f/2 4
8
Δw
w +
w -
Δw
w +
w -
Effect of damping
25
Comparison with experiments
26
33
192 [mm]
10mm
Side A
Side B Weld
Weld
144
200
Weld
SCC
SCC was formed in a sensitized type 304 stainless steel pipe in
high temperature pressurized water (280℃) in an autoclave.
After that, we cut the pipe, and then, machined it for ultrasonic
testing.
SCC (type 304 stainless steel, high temperature pressurized water)
SCC
27
10mm
1 32
Focal point
(-12.6, 15.0)
FA SA
B
10mm
1 32 1 32
The SCC was not imaged because of strong linear scattering at various coarse grains.
Measurement condition Imaging results PZT array transducer
(5 MHz, element pitch 0.5 mm,
32 elements)
Input wave:7MHz, 3cylcle, 150V
The SCC was clearly imaged.
(Focal point: -12.6、15.0)
A
To confirm the subharmonic generation, we performed the frequency analysis of the sum of phase-shifted waves at response A and B.
7.0 ± 1.2
MHz
3.5 ±1.2
MHz
Imaging of SCC by single array SPACE
Single Array SPACE is useful in imaging closed crack with high selectivity.
Ohara, Horinouchi, Yamanaka et al,
Session 17 (Wed), 27 (Thu), QNDE2011
28
0 1 2 3 4 5 6 7 8 9 100
1
7 8 9 10–0.1
0
0.1Sum of phase-shifted waves at response A
Volt
age
(V)
Time ( s) Frequency(MHz)
ampli
tude
FA
7 10
7.0
(f)
3.5
(f/2)
Time ( s)
Fre
quen
cy (
MH
z)
(-15.5, 19.5)
wavelet
0
15
Phase-shifted waves:Waveform distortion was
observed around 8.7 s.
FFT:Peak at subharmonic frequency (3.5MHz) was
clearly observed.
Wavelet transformation:Generation of subharmonic
component separated from fundamental component
was confirmed.
SA
Frequency analysis of sum of phase-shifted waves at response A
29
Comparison between experiment and simulation
0 25 50 75 100 125 150 175
0
20
40
60
80
100
120
0 25 50 75 100 125 150 175
0
20
40
60
80
100
120
8.5 11.7 10 7
f (7MHz)
f/2
(3.5 MHz) freq
uen
cy (
MH
z)
0
15
time ( s) time ( s)
f
(8 MHz)
f/2
(4 MHz) freq
uen
cy (
MH
z)
0
15
0 3.2 3.2 0 time ( s) time ( s)
W+ W+
Response A Response B
Normal
incidence
Oblique
incidence
Experiment
Simulation
・In experiment, the subharmonic generation was not local.
・At this point, the result in oblique incidence was closer to experimental results than that in
normal incidence.
・We succeeded in reproducing the subharmonic generation similar to experimental observation.
30
Conclusion • We introduced our works on a nonlinear imaging method,
subharmonic phased array for crack evaluation (SPACE) to significantly improve the depth measurement accuracy of closed cracks.
• We developed a two-dimensional model to reproduce subharmonic generation at closed cracks using damped double nodes (DDNs).
• Numerical simulation using finite-difference time-domain (FDTD) method was performed and successfully compared with experimental waveforms and time–frequency wavelet analysis.
• The DDN model together with SPACE will enhance the testing condition and probes to significantly improve the depth measurement accuracy of dangerous cracks.
• It will contribute to enhance safety of atomic power plants and other important structures.
31
Thank you
For your attention