![]() Home |
| ![]() Home |
|
MODELING FOR THE IMPROVEMENT OF DISSIMILAR WELD INSPECTION A. Erhard, V. Munikoti, G. Brekow, U. Tessaro and D. Tscharntke BAM-Berlin, Berlin, Germany Abstract: Ultrasonic inspection of dissimilar welds is still a challenge due to the different
acoustic impedances across the interfaces between parent metals, welded, butter or cladded
regions. Typically parent metals are fine grained carbon/ferritic/ A simple theoretical model based on ray-tracing concepts can help to optimize the ultrasonic experimental procedures for the detection of transverse defects (defects with their orientation perpendicular to the welding direction) at the inner surface of the pipe in the circumferential weld. In this presentation a comparison between theoretical and experimental results will be described Introduction: Weld joining dissimilar materials with different chemical and mechanical properties is a challenge for nondestructive testing due to the variation of physical properties in the examination region. If the viewpoint is limited only to the application of ultrasonic testing the change in the acoustical impedance along the sound path is the most important influence. Fig 1 shows an example of a dissimilar weld at a nozzle. In nuclear power plants such welds are employed among other things as austenitic and/or inconel joints between austenitic pipes (material: 1.4550 or 1.4551) and the ferritic cladded nozzle of a reactor pressure vessels. The motivation for the present investigations is due to the fact that such welds are sensitive to stress corrosion cracking. In some nuclear power stations abroad, cracks were detected on the pipe inner surface of the dissimilar weld especially if inconel material was in contact with the cooling water. These cracks due to their orientation perpendicular to the weld direction (weld di rection circumferential) are designated as transverse cracks or axial oriented cracks. A typical microstructure of such materials combination is illustrated in Fig. 1 [1-3]. Clearly visible in the micrograph are the interface areas between the different materials where a sound interaction must be assumed. In some earlier publications by this author the examination of dissimilar welds are described where longitudinal cracks are in the focus of interest. Due to recent evidence on such newer defects on dissimilar welds or inconelwelds we have focussed our
activities on the detection of
transverse cracks [4]. Therefore,
in the present contribution only
such oriented cracks are under
examination.
Optimisation of Inspection Metho
The difference between the
inspection of longitudinal cracks
as written in some papers [5- 10]
and those of transverse cracks is
mainly given by the surface
condition of the weld region [11- Fig 1: Dissimilar weld - joints and interface structures 14]. By the inspection of
longitudinal cracks starting from
the interior surface, the probe
position is at a offset distance
from the weld e.g. a proper
coupling of the probe is
guaranteed. Otherwise the
examination for transverse cracks
regards the coupling direct on the
weld cover but it is well known
that in this region the sur- face has a waviness due to the shrinkage between the weld and the base metal. Good coupling conditions for the ultrasonic transducers are found only in the vicinity of the weld and thus on the base metal surface. In the following the basic steps for the optimisation of the ultrasonic examination method regarding the above mentioned conditions is described. For the detection of transverse cracks in dissimilar welds different probe arrangements and types are applicable under the utilisation of longitudinal and shear waves. Conventional probes as well as phased array probes for pulse echo or transmitter receiver operation are, in general, applicable. Due to the fact that such welds are often used to weld pipes together the probes must be adapted to the curvature of the pipe. It is understandable that for Fig. 2: Specimen with dissimilar weld (Tk-E nozzle) the development and optimisation of a new
technique on a number of test specimens the
experimental investigation time in addition to
expenditure increases. In order to reduce the
experimental time a complimentary
theoretical model based on the ray tracing
principle can be used to confirm the influence
of some inspection parameters on sound
propagation in the anisotropic region of
dissimilar weld.
Test specimen for the Experiments
A number of test specimens with transverse
cracks in dissimilar welds are available for
the optimisation of an ultrasonic technique. One such test piece is shown in Fig. 2 with an inconel 182 weld. The buttering has a thickness of approximately 10 mm. and the interface between butter and carbon steel is perpendicularly orientated to the inner surface, similar to the micrograph in Fig. 1. The defect situation is pictured in the schematic drawing of Fig. 2. As shown inthe figure the spark eroded notches have a depth extension between 2 mm and 8 mm and the position is in the weld and butter as well as in the austenitic or ferritic base metal. The extension in length is10, 20 and 26mm.Modeling of the inspection method The theoretical model used in the present section is based on the ray tracing method. The principles of the method are described in [15/16]. Other investigations using theoretical models for the optimisation of inspection techniques and for the interactions of the sound field with the structure of dissimilar welds are described in [17-23]. The following assumptions were made for the calculations using the method described in [15/16]. *The grain texture is simulated by an empirical formula, which is not based on the principles of solidification mechanics* A layback angle of 10° is assumed in the welding direction * Elastic constants for austenite and Inconel 182 are taken from the literature and must be therefore not exactly in accordance with those of the testblock * Multi reflection on the grain boundaries and sound attenuation are not considered * Planar waves are further bases of modelFig 3: "V" arrangement of two transducersFig. 4: Coordinate system (top view)Fig. 5: Ultrasound propagation in an Inconel dissimilar weld Due to the fact of waviness at the surface in
the welded region the surface is hand
grinded and a V-arrangement of the
ultrasonic probes as demonstrated in Fig. 3
were chosen. The advantage of such an
arrangement is clearly visible because both
of the probes are coupled on the base metal
of the austenite or the carbon steel. With the
definition of he azimuth angle Φ as the
angle between the weld middle line and the
main beam (fig. 4) the optimisation of the
probe coupling position for the detection of
transverse cracks will be explained. Fig 5
shows the transmitter coupled on the
austenite base metal at an x-position of 20
mm (for the definition of the coordinate
system see Fig. 4). The angle of incidence for the longitudinal wave in that particular case was 40°, the azimuth angle 30° and the wall thickness of the test specimen 47 mm (OD 478 mm). The example in Fig. 5 shows that the sound field (nine incidence beams were calculated) impacts the assumed defect area. Also clearly visible is the divergence sound field reflected at the defect but the sound field direction (x and y direction) is not distinguishable from the figure. This information can be estimated as in Figure 6 where the top view is presented. Viewing in the direction of the reflected sound field the receiver must be at a position in opposite of the transmitter coupled on the carbon steel surface. To make sure that the receiver probe has the right "receiving" angle the side view presented in Fig. 7 is very helpful.
Fig. 6: Ultrasound propagation in an Inconel
dissimilar weld (top view)
Fig. 7: Ultrasound propagation in an Inconel
dissimilar weld (side view) With the help of the theoretical model the probe arrangement can be optimised and the experimental investigation times can be reduced. The results of the calculation gives the angle of incidence for the transmitter probe, the position of this probe as well as the receiver probe on the surface, the azimuth angle and the "receiving" angle of the receiver probe. The reliability of the calculated results because are strongly dependend on the input of the mechanical parameters into the model. In table 1 the parameters used for the optimisation of ultrasonic methods for the detection of transverse defects in dissimilar welds are listed. In the next chapter the comparison between experimental and theoretical results are described. Comparison of the results between experiments and model The testblock Tk-E nozzle was used for the comparison between the theoretical and experimental results. This specimen (see Fig. 2) has a wall thickness of 35 mm, an outer diameter in the weld region of 220 mm and four transversal defects with depth extensions of 2, 5 and 8 mm at the inner surface. The length extensions of the 2 mm deep notches are 20 mm and 26 mm whereas the location of the longer notch is between the butter and the Fig. 8: Asymmetric probe arrangement 6 CrNi 18 11 Inconel 182 [1011 N/mm2] C11 2,4110 2,78 C12 0,96920 1,15 C13 1,3803 1,3889 C44 2,4012 2,5376 C66 1,1229 1,06 103Kg/m3 ρ 7,82 8,61 Table 1: Used parameteraustenitic base metal and the shorter notch between the weld centre line and the butter. An asymmetrical "V" form arrangement of two transducers with 35° angle of incidence is shown in a drawing in Fig. 8. An asymmetrical arrangement means that the transducers have different positions at the circumference (y- direction). In Fig. 8 the deference between the two transducers is 10.5 mm. One of the experimental results is presented in Fig. 9. sound path
25.3 84.5 mm 143.7
notch
8 mm
5 mm
2 mm
0.0°
19.0°
37.9°
56.9°
75.8°
94.8°
151.6°
170.6°
189.5°
208.5°
227.4°
246.4°
265.3°
303.2°
322.2°
341.1°
360.0°
113.7
132.7°
284.3°
n
io
i
t
pos
obe
pr
ferrite
N2
5
R 11
0R 7
N21N20
counter clock wise direction of incidence
austenite
26 x 0,5 20 x 0,5
N1
2 mm deep
N1
scanning direction
N2
2 mm deep
14,5°
11°
10,5
receiver
transmitter
82
93
asymmetric probe arrangement
10 x 0,5 10 x 0,5
N21
8 mm deep
N20
5 mm deep
35.0°
beam angle
56 dB
gain
0.46 mm
pixel size
5780 m/s
sound velocity
Fig. 9: Transverse flaw inspection at the dissimilar weld of the Tk-E-
nozzle specimen There are four clear indications
visible in the time displacement
image (TD); two of the indications
-not marked - are from the
disconnections (the specimen was
made from two cylindrical half
shells) of the test specimen. The
other indications were generated
from the 2, 5 and 8mm deep
notches. With the help of the
transducer positions on the
coupling surface the physical
effective angle of incidence can be
estimated to 39°. While the signal
to noise ratio (SNR) of the 2 mm
deep notch was 3 dB (to small for a
mechanized inspection of the
weld), so for the 5mm and the 8
mm deep notches a SNR of 13 dB
and 17 dB was meas ured. The
scanning direction for this
measured example was counter-
clock- wise. One of the results from the experiment carried out in the clockwise direction is shown in Fig. 10. All of the four notches could be detected whereas the signal to noise ratio was less, in the average than 4 dB. The asymmetric probe arrangement was developed from the theoretical model and could be confirmed experimentally. sound path 25.3 84.5 mm 143.7 notch 2 mm 14,5° 2 mm 8 mm 5 mm 0.0° 22.9° 45.6° 68.4° 91.1° 159.4° 182.1° 204.8° 227.6° 250.3° 273.1° 303.2° 322.2° 341.1° 360.0° 113.9° 136.6° n i o i t s po obe pr N2 N1 0R 7 5 R 11 N21N20 26 x 0,5 20 x 0,5 N1 2 mm deep ferrite clock wise direction of incidence scanning direction dissimilar weld N2 2 mm deep transmitter 93 82 receiver 10 x 0,5 10 x 0,5 N21 8 mm deep 11° 10,5 asymmetric probe arrangement austenite N20 5 mm deep 35.0° beam angle 56 dB gain 0.46 mm pixel size 5780 m/s sound velocity Fig. 10: Transverse flaw inspection at the dissimilar weld of the Tk- E-nozzle specimen With the aid of the Fig. 11 to 12 we will demonstrate how the theoretical model can help for the optimisation of the inspection technique. The theoretical results for two scans are presented in these figures; track # 186 and #189. Fig. 11 shows the calculated sound path for the detection of the 8 mm deep notch at the track # 189. For the calculation nine beams were chosen in such a way that eight of them are representing the ultrasonic filed and the 9th beam the centre line of the field. The calculation results are listed in table 2 together with the parameters used for the experiments. The tracing shows that only two beams out of nine are reflected at the notch. The rest have due to the anisotropic structure ofthe dissimilar weld no chance to hit the defect. The two reflected beams have nearly the same direction from which there are coming from. Basis for the calculation were an asymmetric "V" form probe arrangement. This result shows that with such a probe arrangement defect detection in the track #189 is impossible as demonstrated in Fig. 13. In fig. 12 the ray tracing of the track #186 for the detection of the 8 mm deep notch is presented. The results are listed in table 3 also for this particular case together with the parameter used for the measurements. The tracing shows that four out of the nine beams are reflected at the notch in direction to the receiver probe i.e. with the asymmetric probe arrangement the reflector is detectable in the scan # 186 (see also fig. 13). The comparison of the TD scan in fig. 13 shows the difference in the reflectivity using the same probe arrangement - asymmetric "V" form - but in different probe tracks. Whereas in the track #186 the 8 mm deep notch was detectable with a SNR of about 15 dB, the track #189 i.e. 3 mm difference in the probe movement, shows that the notch was undetectable. This circumstance was confirmed with the measurement results.
Fig. 11: Geometry and parameter used for
modelling
Fig. 12: Geometry and parameter used for modelling The evaluation of TD scans is sometimes time consuming because for each ultrasonic function e.g. different angle of incidence or differences in the frequency etc and for each scan a TD scan is produced and must be evaluated. Therefore a presentation where the results of all functions and all scans are presented in one image is helpful for a fast and confident evaluation of the integrity of the component. .3 84.5 mm 143.7
8 mm notch
85.4°
94.8°
104.2°
113.7°
123.2°
132.7°
142.1°
151.6°
317.6°
170.6°
180.0°
189.5
ition
pr
obe po
s
dB
48
46
44
42
40
38
36
34
28
1
25.3 84.5 mm 143.7
8 mm notch
Asymmetric
"V" arrangement
track #186 track #189
scanning direction counter clock wise
85.4°
94.8°
104.2°
113.7°
123.2°
132.7°
142.1°
151.6°
317.6°
170.6°
180.0°
189.5
ition
p
r
obe po
s
Fig. 13: Transverse defect detection at the Tk-E-nozzle specimen For problems discussed in this present
paper where pipes are the focus of
attention a so called
"Echotomography" presentation can
be used to advantage. The principle of
the Echotomography will be
explained with the help of Fig. 14.
The digitised A-scan will be stored in
a pixel net in such a way that the
amplitude is stored in the hit element.
This could be carried out in two ways
mean amplitude presentation
(addition of all amplitudes in the pixel
element and divided by the number of
hits after the measurement) and
maximum amplitude presentation (the
maximum amplitude hit the pixel
element is stored only). For storage
the mean amplitude during the
measurement procedure the equation
presented in Fig. 14 is used.
25 One of the advantages of these reconstruction procedures (mean or maximum amplitude presentation) is an increase of the SNR. Fig. 15 provides an example of a maximum amplitude presentation. The indications from the notches are clearly visible as well as the indication from the edges of the two half- cylindrical test piece. Conclusions: The paper on how to overcome the inspection problem on the detectability of transversal cracks at the inner surface of a pipe's joint, together with dissimilar weld had two main topics: * optimisation of the inspection techniques using a theoretical model * verification of the theoretical results due to experiments with the aim that experimental investigations can be reduced in the future. We learned that with the help of a theoretical model based on "ray tracing" such an optimisation is possible. This was demonstrated at an example where a "V" form probe arrangement was used for the inspection of transversal cracks at the inner surface of pipes in the dissimilar weld region. The advantage of such a probe arrangement is due to the fact that the ultrasonic probes can be coupled on surfaces in the vicinity of the weld area. With the angle of incidence, the divergence angle of the probes and the arrangement symmetrical or asymmetrical an adaptation on the geometrical conditions can be performed. Furthermore with the aid of the model demonstrated and experiments the influence of the relative position of the probes to the weld centre line could be analysed. For a reliable inspection on site a number of scans with different positions to the centre line is required. fixed pixel coordinate system in the cross
sectional image whitch is reconstructed
for a circumforential scanning track
rectified A-scan with
digiticed echo amplitudes
scanning direction
of the probe
angle beam probe
a
beam angle
notch
Nut
y
x
measurement data processing in one pixel element
d
echo different echo heights,
stored in one pixel element
during the measurement period
e
l
ix
t
ere
p
e
on
regi
s
in
echo
height
n
g
resul
t
i
25
20
15
10
5
01 4 7 10
measurement period
c
ho hei
ght
lt
i
ng e
res
u
maximum value algorithm
25
20
15
10
average value algorithm
25
20
10
5
5
measurement period
15
01 4 7 10
01 4 7 10
measurement period
Fig. 14: Echotomography - principle
maximum echo height,
registered in one pixel
element after ending of
measurement period
average echo height, registered
in one pixel element after
ending of measurement period.
dynamic averaging
(M = measurement value)
∑
M
M
n
+
1
+
measurement
data aquisition
component of tomogram
rconstruction
edge indication
2 mm notch
5 mm notch
8 mm notch
edge indication
Fig. 15: Transverse defect detection -
Echotomography Beamangle Probe position
(transmitter)
Azimuth angle
theory experim. theory experiment theory experim. theory experim.
coordinates X
(mm)
Y
(mm)
X
(mm)
Y
(mm)
Probe position
(receiver)
X
(mm)
Y
(mm)
41° 39° -17 101 - -17 101 -1 +9 16° 15°
Table 2: Parameter for track # 189 mm Beamangle Probe position
(transmitter)
Azimuth angle
theory experim. theory experiment theory experim. theory experim.
coordinates X
(mm)
Y
(mm)
X
(mm)
Y
(mm)
Probe position
(receiver)
X
(mm)
Y
(mm)
41° 39° -21 101 - -20 101 19 +6 16° 15°
Table 3: Parameter for track # 186 mm Reference: [1] J. Landrum, Examination and Repair of Reactor Vessel Nozzle-to-Hot-Leg Weld at V.C. Summer Nuclear Station, EPRI Center Lines, Summer 2001, Vol. 11, No. 1 [2] W. Alford, T. McAlister; Fall 2000 Field Experiences with ID Inspection of Reactor Vessel Nozzle at V.C. Summer; 3rd International Conference on NDE in relation to Structural Integrity for Nuclear and Pressurized Components, 14-16 Nov. 2001, Sevilla page 883-895 [3] A. Jenssen, K. Norrgard, R. Lundström, B. Claesson, H. Ericsson, Metallographic Examination of Cracks in the Nozzle to Safe End Weld Alloy 182 in Ringhals 4, Summery Report 62018, Studsvik Nuclear 200-12-01 [4] Davis-Besse: The Reactor with a Hole in its Head; Union of Concerned Scientists 2002; http://www.ucsusa.org/clean_energy/nuclear_safety/page.cfm?pageID=790 [5] D.E. MacDonald, J.L. Landrum, M.A. Dennis, G.P.Selby, EPRI NDE Center, USA, Phased Array UT Technologies for Nuclear Pipe Inspection Productivity and Reliability; 3rd International Conference on NDE in Relation to Structural Integrity for Nuclear and Pressurized Components, 14-16 Nov. 2001, Sevilla [6] J.A. Peláez, F. Fernández, J. Vazquez, E. Gonzáles, Tecnatom ,Spain ; Experiences on NDE Examination of Dissimilar Welds in Nuclear Plants; 3rd International Conference on NDE in Relation to Structural Integrity for Nuclear and Pressurized Components, 14-16 Nov. 2001, Sevilla [7] G. Dobmann, G. Hübschen, J. Salzburger Ultraschallprüfung von Mischnähten mit horizontal polarisierten Scherwellen - Demonstration ihrer Vorteile im Vergleich zu den Standardtechniken; Welding in the World, Band 45 (2001) Heft July (Special Issue), Seite 41-48 [8] H. Yoneyama, T. Sasahara Development of ultrasonic examination technique for dissimilar metal weld; 14th Int. Conf. on NDE in the Nuclear and Pressure Vessel Industries, Stockholm, S. 24-26 1996 (1997) Seite 675-680 ,Materials Park :ASM Int. [9] Trautmann ;Prüftechniken zum Nachweis von axial orientierten Fehlern (Querfehlern) in Mischverbindungen; Statusbericht der Fa. Westinghouse Reaktor GmbH Ident.No.:GBRA 049 526-, 25.09.2002, Verfasser: [10] G. Maes, T. Koblé, W. Rüegg; Automated UT examination of austenitic stainless steel welds in PWR maincoolant piping. Experience gained from qualification and on-site application Proc. of the 2nd Int. Conf. on NDE in Relation to Structural Integrity for Nuclear and Pressurized Components, Vol.1 , New Orleans, USA, Max 24-26, 2000, (2000) Seite B181-B193, Palo Alto:EPRI [11] G. Brekow, D. Tscharntke, V. Munikoti, A. Erhard Querfehlerprüfung an Mischnahtverbindungen mit Ultraschall; Berichtsband 83-CD DGZfP-Jahrestagung 2003 Mainz, 26.-28. Mai 2003 [12] Querfehlerprüfung von Mischnähten- Vergleichsmessungen mit zwei unterschiedlichen Prüfkopfanordnungen; Statusbericht der Fa. Westinghouse Reaktor GmbH Ident.-No.:GBRA 049 525-, 22.8.2002 [13] Über mechanisierte US-Prüfungen an Testkörpern für die Mischnaht-Querfehlerprüfung im KKW Neckarwestheim Block 2 während der Revision 2001, TK-Bericht JEC 10-40/MN- Querfehler/2001 , 10.10.2001, Werkstoffprüfung Kladders GmbH, Mülheim an der Ruhr [14] Über mechanisierte US-Prüfungen an Testkörpern für die Mischnaht-Querfehlerprüfung an der VAL im KKW Unterweser während der Revision 2002, TK-Bericht KKU/VAL-2002-QF der Fa. ATUS Inspection GmbH, 08.08.2002 [15] V. Munikoti, On the propagation of elastic waves in acoustically anisotropic austenitic materials and at their boundaries during non-destructive inspection with ultrasound; BAM internal Report 249 (2001). [16] M. Vijayendra, K. Matthies, E. Neumann, R. Schmid; Über die Veränderung der Ultraschallwellen in akustisch anisotropen Werkstoffen und über Konsequenzen für die Prüfung , dargestellt am Beispiel der austenitischferritischen Mischverbindungen; Qualitätssicherung durch Werkstoffprüfung, Vorträge des 3. Kolloquiums, Zwickau,D, 23.-24. November 1993 ; DGZfP, Band 39 (1994) Seite 137-150, Berlin : DGZfP [17] J. A. Ogilvy; An iterative ray tracing model for ultrasonic nondestructive testing; NDT&E international; Volume 25, Number 1(1992), pp 3-10 [18] J. A. Ogilvy; Ultrasonic beam profiles and beam propagation in an austenitic weld using a theoretical ray tracing model; Ultrasonics, Volume 24 Number 6 (1986), pp 337-347 [19] Ultraschallmodellierung in austenitischen Metallen / Eriksson, Söderman, Mattsson 14th Int. Conf. on NDE in the Nuclear and Pressure Vessel Industries, Stockholm, 24- 26 Sept. 1996 (1997) Seite 701-705 Materials Park: ASM Int. [20] R. Marklein, R. Bärmann, K.J. Langenberg: The Ultrasonic Modeling Code EFIT as Applied to Inhomogeneous Dissipative Isotropic and Anisotropic Media. In: Review of Progress of Quantitative NDE 14, Eds.: D.O. Thompson, D.E. Chimenti, Plenum Press, New York (1995) 251-258 [21] S R. Marklein, S. Klaholz, P. Fellinger, K.J. Langenberg: Der US-Modellierungscode EFIT für anisotrope. Materialien. Berichtsband zur Jahrestagung der DGZfP 1994, Berlin (1994) 395-407 [22] S. Klaholz, K.J. Langenberg, R. Bärmann, R. Marklein, S. Irmer, H. Müller, F. Walte: Ultraschallmodellierung mit dem EFIT-Code zur zerstörungsfreien Prüfung an Beton und anisotropen Schweißnähten. Berichtsband zur Jahrestagung der DGZfP 1995, Berlin (1995) 597- 606 [23] F. Walte, M. Spies, C. Schurig, K.J. Langenberg: Messungen von Schallfeldern an austenitischen Testkörpern und Modellierung unter der Annahme transversaler Isotropie. Berichtsband zur Jahrestagung der DGZfP 1994, Berlin (1994) 435-442 |
| © NDT.net |