UT Testing-Section 4 Calibration Methods
UT Testing-Section 4 Calibration Methods
UT Testing-Section 4 Calibration Methods
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<strong>Section</strong> 4: <strong>Calibration</strong> <strong>Methods</strong>
Content: <strong>Section</strong> 4: <strong>Calibration</strong> <strong>Methods</strong><br />
4.1: <strong>Calibration</strong> <strong>Methods</strong><br />
4.2: The <strong>Calibration</strong>s<br />
4.2.1: Distance Amplitude Correction (DAC)<br />
4.2.2: Finding the probe index<br />
4.2.3: Checking the probe angle<br />
4.2.4: <strong>Calibration</strong> of shear waves for range V1 Block<br />
4.2.5: Dead Zone<br />
4.2.7: Transfer Correction<br />
4.2.8: Linearity Checks (Time Base/ Equipment Gain/ Vertical Gain)<br />
4.2.9: TCG-Time Correction Gain<br />
4.3: Curvature Correction<br />
4.4: <strong>Calibration</strong> References & Standards<br />
4.5: Questions & Answers<br />
4.6: Video Time
4.1: <strong>Calibration</strong> <strong>Methods</strong><br />
<strong>Calibration</strong> refers to the act of evaluating and adjusting the precision and<br />
accuracy of measurement equipment. In ultrasonic testing, several forms of<br />
calibration must occur. First, the electronics of the equipment must be<br />
calibrated to ensure that they are performing as designed. This operation is<br />
usually performed by the equipment manufacturer and will not be discussed<br />
further in this material. It is also usually necessary for the operator to perform<br />
a "user calibration" of the equipment. This user calibration is necessary<br />
because most ultrasonic equipment can be reconfigured for use in a large<br />
variety of applications. The user must "calibrate" the system, which includes<br />
the equipment settings, the transducer, and the test setup, to validate that the<br />
desired level of (1) precision and (2) accuracy are achieved. The term<br />
calibration standard is usually only used when an absolute value is measured<br />
and in many cases, the standards are traceable back to standards at the<br />
National Institute for Standards and Technology.
<strong>Calibration</strong>s
In ultrasonic testing, there is also a need for reference standards. Reference<br />
standards are used to establish a general level of consistency in<br />
measurements and to help interpret and quantify the information contained in<br />
the received signal. Reference standards are used to validate that the<br />
equipment and the setup provide similar results from one day to the next and<br />
that similar results are produced by different systems. Reference standards<br />
also help the inspector to estimate the size of flaws. In a pulse-echo type<br />
setup, signal strength depends on both the size of the flaw and the distance<br />
between the flaw and the transducer. The inspector can use a reference<br />
standard with an artificially induced flaw of known size and at approximately<br />
the same distance away for the transducer to produce a signal. By comparing<br />
the signal from the reference standard to that received from the actual flaw,<br />
the inspector can estimate the flaw size.
This section will discuss some of the more common calibration and reference<br />
specimen that are used in ultrasonic inspection. Some of these specimens<br />
are shown in the figure above. Be aware that there are other standards<br />
available and that specially designed standards may be required for many<br />
applications. The information provided here is intended to serve a general<br />
introduction to the standards and not to be instruction on the proper use of the<br />
standards.
Introduction to the Common Standards<br />
<strong>Calibration</strong> and reference standards for ultrasonic testing come in many<br />
shapes and sizes. The type of standard used is dependent on the NDE<br />
application and the form and shape of the object being evaluated. The<br />
material of the reference standard should be the same as the material being<br />
inspected and the artificially induced flaw should closely resemble that of the<br />
actual flaw. This second requirement is a major limitation of most standard<br />
reference samples. Most use drilled holes and notches that do not closely<br />
represent real flaws. In most cases the artificially induced defects in reference<br />
standards are better reflectors of sound energy (due to their flatter and<br />
smoother surfaces) and produce indications that are larger than those that a<br />
similar sized flaw would produce. Producing more "realistic" defects is cost<br />
prohibitive in most cases and, therefore, the inspector can only make an<br />
estimate of the flaw size. Computer programs that allow the inspector to<br />
create computer simulated models of the part and flaw may one day lessen<br />
this limitation.
The IIW Type <strong>Calibration</strong> Block
The IIW Type <strong>Calibration</strong> Block
The IIW Type 2 <strong>Calibration</strong> Block
The IIW Type I <strong>Calibration</strong> Block
EN12223:1999 <strong>Calibration</strong> Block
The IIW Phase Array <strong>Calibration</strong> Block
The IIW <strong>Calibration</strong> Block<br />
1 st Check Index / Check Range
The IIW <strong>Calibration</strong> Block<br />
2 nd Check Angle
The IIW <strong>Calibration</strong> Block<br />
2 nd Check Angle
Find probe angle<br />
Find Index/Range/Resolution
The IIW Phase Array <strong>Calibration</strong> Block<br />
3 rd Check Resolution
V2 <strong>Calibration</strong> Block
The IIW 2 <strong>Calibration</strong> Block<br />
Check focal point<br />
Check probe angle<br />
Check range<br />
Can not Check resolution
<strong>Calibration</strong> Blocks
<strong>Calibration</strong> Blocks- Area Amplitude Block
The standard shown in the above figure is commonly known in the US as an<br />
IIW type reference block. IIW is an acronym for the International Institute of<br />
Welding. It is referred to as an IIW "type" reference block because it was<br />
patterned after the "true" IIW block but does not conform to IIW requirements<br />
in IIS/IIW-23-59. "True" IIW blocks are only made out of steel (to be precise,<br />
killed, open hearth or electric furnace, low-carbon steel in the normalized<br />
condition with a grain size of McQuaid-Ehn #8) where IIW "type" blocks can<br />
be commercially obtained in a selection of materials. The dimensions of "true"<br />
IIW blocks are in metric units while IIW "type" blocks usually have English<br />
units. IIW "type" blocks may also include additional calibration and references<br />
features such as notches, circular groves, and scales that are not specified by<br />
IIW. There are two full-sized and a mini versions of the IIW type blocks. The<br />
Mini version is about one-half the size of the full-sized block and weighs only<br />
about one-fourth as much. The IIW type US-1 block was derived the basic<br />
"true" IIW block and is shown below in the figure on the left. The IIW type US-<br />
2 block was developed for US Air Force application and is shown below in the<br />
center. The Mini version is shown on the right.
IIW Blocks- US-1<br />
IIW Type US-1
IIW Blocks- IIW Type US-2
IIW Blocks- IIW Type Mini
V1/5, A2 Block
IIW type blocks are used to calibrate instruments for both angle beam and<br />
normal incident inspections. Some of their uses include setting metal-distance<br />
and sensitivity settings, determining the sound exit point and refracted angle<br />
of angle beam transducers, and evaluating depth resolution of normal beam<br />
inspection setups. Instructions on using the IIW type blocks can be found in<br />
the annex of American Society for <strong>Testing</strong> and Materials Standard E164,<br />
Standard Practice for Ultrasonic Contact Examination of Weldments.<br />
The Miniature Angle-Beam or ROMPAS <strong>Calibration</strong> Block
DSC Block, Mini block, Rompas Block are all mini blocks.<br />
ROMPAS <strong>Calibration</strong> Block<br />
AWS Shear Wave<br />
Distance/Sensitivity<br />
<strong>Calibration</strong> (DSC) Block
A block that closely resembles the miniature angle-beam block and is used in<br />
a similar way is the DSC AWS Block. This block is used to determine the<br />
beam exit point and refracted angle of angle-beam transducers and to<br />
calibrate distance and set the sensitivity for both normal and angle beam<br />
inspection setups. Instructions on using the DSC block can be found in the<br />
annex of American Society for <strong>Testing</strong> and Materials Standard E164,<br />
Standard Practice for Ultrasonic Contact Examination of Weldments.
A block that closely resembles the miniature angle-beam block and is used in<br />
a similar way is the DSC AWS Block. This block is used to determine the<br />
beam exit point and refracted angle of angle-beam transducers and to<br />
calibrate distance and set the sensitivity for both normal and angle beam<br />
inspection setups. Instructions on using the DSC block can be found in the<br />
annex of American Society for <strong>Testing</strong> and Materials Standard E164,<br />
Standard Practice for Ultrasonic Contact Examination of Weldments.
DSC AWS Block
<strong>Calibration</strong> Range Using DSC AWS Block<br />
www.youtube.com/embed/TEQ8Qrz4D-A
AWS Shear Wave Distance <strong>Calibration</strong> (DC) Block
AWS Shear Wave Distance <strong>Calibration</strong> (DC) Block
The DC AWS Block is a metal path distance and beam exit point calibration<br />
standard that conforms to the requirements of the American Welding Society<br />
(AWS) and the American Association of State Highway and Transportation<br />
Officials (AASHTO). Instructions on using the DC block can be found in the<br />
annex of American Society for <strong>Testing</strong> and Materials Standard E164,<br />
Standard Practice for Ultrasonic Contact Examination of Weldments.
AWS Resolution <strong>Calibration</strong> (RC) Block<br />
The RC Block is used to determine the resolution of angle beam transducers<br />
per the requirements of AWS and AASHTO. Engraved Index markers are<br />
provided for 45, 60, and 70 degree refracted angle beams.
The RC Block is used to determine the resolution of angle beam transducers<br />
per the requirements of AWS and AASHTO. Engraved Index markers are<br />
provided for 45, 60, and 70 degree refracted angle beams.
30 FBH Resolution Reference Block<br />
The 30 FBH resolution reference block is used to evaluate the near-surface<br />
resolution and flaw size/depth sensitivity of a normal-beam setup. The block<br />
contains number 3 (3/64"), 5 (5/64"), and 8 (8/64") ASTM flat bottom holes at<br />
ten metal-distances ranging from 0.050 inch (1.27 mm) to 1.250 inch (31.75<br />
mm).
Miniature Resolution Block<br />
The miniature resolution block is used to evaluate the near-surface resolution<br />
and sensitivity of a normal-beam setup It can be used to calibrate highresolution<br />
thickness gages over the range of 0.015 inches (0.381 mm) to<br />
0.125 inches (3.175 mm).
Step and Tapered <strong>Calibration</strong> Wedges<br />
Step and tapered calibration wedges come in a large variety of sizes and<br />
configurations. Step wedges are typically manufactured with four or five steps<br />
but custom wedge can be obtained with any number of steps. Tapered<br />
wedges have a constant taper over the desired thickness range.
Distance/Sensitivity (DS) Block<br />
The DS test block is a calibration standard used to check the horizontal<br />
linearity and the dB accuracy per requirements of AWS and AASHTO.
Area Amplitude Blocks provide standards for discontinuities of different size<br />
at the same depth<br />
Distance Amplitude Blocks provide standards for discontinuities of same size<br />
at the different depth
The ASTM basic set of Area/Distance Amplitude Blocks consists of ten, two<br />
inches diameter blocks
The ASTM basic set of Area/Distance Amplitude Blocks consisits of ten, two<br />
inches diameter blocks
Distance/Area-Amplitude Blocks<br />
Distance/area amplitude correction blocks typically are purchased as a tenblock<br />
set, as shown above. Aluminum sets are manufactured per the<br />
requirements of ASTM E127 and steel sets per ASTM E428. Sets can also be<br />
purchased in titanium. Each block contains a single flat-bottomed, plugged<br />
hole. The hole sizes and metal path distances are as follows:<br />
• 3/64" at 3"<br />
• 5/64" at 1/8", 1/4", 1/2", 3/4", 11/2", 3", and 6"<br />
• 8/64" at 3" and 6"<br />
Sets are commonly sold in 4340 Vacuum melt Steel, 7075-T6 Aluminum, and<br />
Type 304 Corrosion Resistant Steel. Aluminum blocks are fabricated per the<br />
requirements of ASTM E127, Standard Practice for Fabricating and Checking<br />
Aluminum Alloy Ultrasonic Standard Reference Blocks. Steel blocks are<br />
fabricated per the requirements of ASTM E428, Standard Practice for<br />
Fabrication and Control of Steel Reference Blocks Used in Ultrasonic<br />
Inspection.
ASTM E 127
Area-Amplitude Blocks<br />
Area-amplitude blocks are also usually purchased in an eight-block set and<br />
look very similar to Distance/Area-Amplitude Blocks. However, areaamplitude<br />
blocks have a constant 3-inch metal path distance and the hole<br />
sizes are varied from 1/64" to 8/64" in 1/64" steps. The blocks are used to<br />
determine the relationship between flaw size and signal amplitude by<br />
comparing signal responses for the different sized holes. Sets are commonly<br />
sold in 4340 Vacuum melt Steel, 7075-T6 Aluminum, and Type 304 Corrosion<br />
Resistant Steel. Aluminum blocks are fabricated per the requirements of<br />
ASTM E127, Standard Practice for Fabricating and Checking Aluminum Alloy<br />
Ultrasonic Standard Reference Blocks. Steel blocks are fabricated per the<br />
requirements of ASTM E428, Standard Practice for Fabrication and Control of<br />
Steel Reference Blocks Used in Ultrasonic Inspection.
Distance-Amplitude #3, #5, #8 FBH Blocks<br />
Distance-amplitude blocks also very similar to the distance/area-amplitude<br />
blocks pictured above. Nineteen block sets with flat-bottom holes of a single<br />
size and varying metal path distances are also commercially available. Sets<br />
have either a #3 (3/64") FBH, a #5 (5/64") FBH, or a #8 (8/64") FBH. The<br />
metal path distances are 1/16", 1/8", 1/4", 3/8", 1/2", 5/8", 3/4", 7/8", 1", 1-1/4",<br />
1-3/4", 2-1/4", 2-3/4", 3-14", 3-3/4", 4-1/4", 4-3/4", 5-1/4", and 5-3/4". The<br />
relationship between the metal path distance and the signal amplitude is<br />
determined by comparing signals from same size flaws at different depth.<br />
Sets are commonly sold in 4340 Vacuum melt Steel, 7075-T6 Aluminum, and<br />
Type 304 Corrosion Resistant Steel. Aluminum blocks are fabricated per the<br />
requirements of ASTM E127, Standard Practice for Fabricating and Checking<br />
Aluminum Alloy Ultrasonic Standard Reference Blocks. Steel blocks are<br />
fabricated per the requirements of ASTM E428, Standard Practice for<br />
Fabrication and Control of Steel Reference Blocks Used in Ultrasonic<br />
Inspection.
Key Words:<br />
Distance Amplitude Blocks<br />
DSC<br />
DC<br />
SC<br />
AWS RC<br />
Distance sensitivity calibration<br />
Distance calibration<br />
Sensitivity calibration<br />
AWS Resolution <strong>Calibration</strong>.
Q56: On the area-amplitude ultrasonic standard test blocks, the flat-bottomed<br />
holes in the blocks are:<br />
A. All of the same diameter<br />
B. Different in diameter, increasing by 1/64 inch increments from the<br />
No. 1 block to the No. 8 block<br />
C. Largest in the No. 1 block and smallest in the No. 8 block<br />
D. Drilled to different depths from the front surface of the test block
Q: A primary purpose of a reference standard is:<br />
A. To provide a guide for adjusting instrument controls to reveal<br />
discontinuities that are considered harmful to the end use of the<br />
product.<br />
B. To give the technician a tool for determining exact discontinuity size<br />
C. To provide assurance that all discontinuities smaller than a certain<br />
specified reference reflector are capable of being directed by the test.<br />
D. To provide a standard reflector which exactly simulates natural<br />
discontinuities of a critical size.
4.2: The <strong>Calibration</strong>s<br />
4.2.1: Distance Amplitude Correction (DAC)<br />
Distance Amplitude Correction (DAC): Acoustic signals from the same<br />
reflecting surface will have different amplitudes at different distances from the<br />
transducer. Distance amplitude correction (DAC) provides a means of<br />
establishing a graphic ‘reference level sensitivity’ as a function of sweep<br />
distance on the A-scan display. The use of DAC allows signals reflected from<br />
similar discontinuities to be evaluated where signal attenuation as a function<br />
of depth has been correlated. Most often DAC will allow for loss in amplitude<br />
over material depth (time), graphically on the A-scan display but can also be<br />
done electronically by certain instruments. Because near field length and<br />
beam spread vary according to transducer size and frequency, and materials<br />
vary in attenuation and velocity, a DAC curve must be established for each<br />
different situation. DAC may be employed in both longitudinal and shear<br />
modes of operation as well as either contact or immersion inspection<br />
techniques.
DAC Curve
http://www.huatecgroup.com/china-digital_portable_dac_avg_curves_ultrasonic_flaw_detector_ut_flaw_detector_fd350-632512.html
DAC- Distance Amplitude Correction
DAC- Distance Amplitude Correction<br />
DGS- Distance Gain Size
A distance amplitude correction curve is constructed from the peak amplitude<br />
responses from reflectors of equal area at different distances in the same<br />
material. A-scan echoes are displayed at their non-electronically<br />
compensated height and the peak amplitude of each signal is marked on the<br />
flaw detector screen or, preferably, on a transparent plastic sheet attached to<br />
the screen. Reference standards which incorporate side drilled holes (SDH),<br />
flat bottom holes (FBH), or notches whereby the reflectors are located at<br />
varying depths are commonly used. It is important to recognize that<br />
regardless of the type of reflector used, the size and shape of the reflector<br />
must be constant. Commercially available reference standards for<br />
constructing DAC include ASTM Distance/Area Amplitude and ASTM E1158<br />
Distance Amplitude blocks, NAVSHIPS Test block, and ASME Basic<br />
<strong>Calibration</strong> Blocks.
The following applet shows a test block with a side drilled hole. The<br />
transducer was chosen so that the signal in the shortest pulse-echo path is in<br />
the far-field. The transducer may be moved finding signals at depth ratios of 1,<br />
3, 5, and 7. Red points are "drawn" at the peaks of the signals and are used<br />
to form the distance amplitude correction curve drawn in blue. Start by<br />
pressing the green "Test now!" button. After determining the amplitudes for<br />
various path lengths (4), press "Draw DAC" and then press the green "Test<br />
now!" button.
DAC Java<br />
http://www.ndt-ed.org/EducationResources/CommunityCollege/Ultrasonics/<strong>Calibration</strong>Meth/applet2/applet2.htm
Developing a Distance Amplitude Correction (DAC) Curve<br />
Distance Amplitude Correction (DAC) provides a means of establishing a<br />
graphic ‘reference level sensitivity’ as a function of sweep distance on the A-<br />
scan display. The use of DAC allows signals reflected from similar<br />
discontinuities to be evaluated where signal attenuation as a function of depth<br />
may be correlated. In establishing the DAC curve, all A-scan echoes are<br />
displayed at their non-electronically compensated height.<br />
Construction of a DAC involves the use of reference standards which<br />
incorporate side drilled holes (SDH), flat bottom holes (FBH), or notches<br />
whereby the reflectors are located at varying depths. It is important to<br />
recognize regardless of the type of reflector that is used in constructing the<br />
DAC, the size and shape of the reflector must be constant over the sound<br />
path distance. Commercially available reference standards for constructing<br />
DAC include ASTM Distance/Area Amplitude and ASTM E1158 Distance<br />
Amplitude blocks, NAVSHIPS Test block, and ASME Basic <strong>Calibration</strong><br />
Blocks.
Sequence for constructing a DAC curve when performing a straight<br />
beam contact inspection on 1 ¾” thick material.<br />
1.) Using a suitable reference standard, calibrate the sweep for a distance<br />
appropriate for the material to be inspected, i.e.. using a 1” thick standard,<br />
calibrate the sweep for 2” of material travel.
Back Wall Echo
Back Wall Echo<br />
Sweep 2” / Distance 1”
2.) This example represents the use a 1 3/4” thick reference standard with<br />
1/8” side drilled holes located at 1/4 T and 3/4 T respectively. ‘T’ being equal<br />
to the block thickness.
3.) Position the transducer over the 1/4T hole and peak the signal to<br />
approximately 80% FSH (Full screen height), mark the peak of the echo on<br />
the display using a suitable marker, and record the gain setting.
4.) With no further adjustments to the gain control, position the transducer<br />
over the 3/4T hole and peak the signal, mark the peak of the echo on the<br />
display.
5.) To complete the DAC curve connect the dots with a smooth line. The<br />
completed curve represents the ‘reference level sensitivity’ for this application.
Plotting DAC Curve
DAC Curve
DAC Curve
Gain Control for FSH: It should be remember that the dB is a means of<br />
comparing signals. All <strong>UT</strong> sets are different and a FSH with a gain controls of<br />
36dB in one <strong>UT</strong> set and be at FSH at another <strong>UT</strong> set with a gain control<br />
reading of 26dB.<br />
The gain controls allow us to set sensitivity and form the basis of Ultrasonic<br />
Sizing Techniques.
Birring NDT Series, Ultrasonic Distance Amplitude Correction - DAC<br />
www.youtube.com/embed/qUqaF0PnLGA?list=UUZncq6JFram3pfQDlzGggwA
Alta Vista <strong>UT</strong> <strong>Calibration</strong> DAC Curve<br />
www.youtube.com/embed/VNgMKlp43I8
4.2.2: Finding the probe index
Exit Point<br />
A2 Block
Exit Point- A5 Block
Q16: Notches are frequently used as a reference reflector for:<br />
A. Distance amplitude calibration for shear wave<br />
B. Area amplitude calibration<br />
C. Thickness calibration for plate<br />
D. Determining the near-surface resolution
5.2.3: Checking the probe angle
Probe Angles- A2 Block
Probe Angles- A5 Block
4.2.4: <strong>Calibration</strong> of shear waves for range V1 Block
<strong>Calibration</strong> of shear waves for range V1 Block
1 st Echo from circular <strong>Section</strong>
Echo from 100mm circular <strong>Section</strong>
<strong>Calibration</strong> of shear waves for range V1 Block<br />
Test block 1 for calibrating the<br />
time base (depth scale) of a flaw<br />
detector for vertical probes<br />
(longitudinal waves) for angle<br />
probes (transverse waves), for<br />
determining the probe index and<br />
beam angle of angle probes, and<br />
for checking the short term<br />
consistency of the sensitivity of<br />
vertical probes
<strong>Calibration</strong> of shear waves for range V2 Block
25 mm radius from V2 Block
50 mm radius from V2 Block
100 mm radius from K2 Block
<strong>Calibration</strong> of shear waves for range V2 Block
Shear Wave Distance <strong>Calibration</strong> IIW Block & DSC Blocks<br />
www.youtube.com/embed/RmtHmtOozic
Exit Point /Range/Probe Angle calibration using IIW Block (Repeat-Code1)<br />
www.youtube.com/embed/Qr0dGNuq9yY
4.2.5: Dead Zone<br />
Determine the dead zone by finding the hole echo which is easily<br />
identifiable from the probe noise at the shortest range
Dead Zone<br />
Determine the dead zone by<br />
finding the hole echo which is<br />
easily identifiable from the probe<br />
noise at the shortest range
4.2.6: 20 dB Profile- A5 Block
20 dB Profile<br />
Probe Beam Line of Symmetry
20 dB Profile<br />
Probe Beam Sound Pressure
4.2.7: Transfer Correction<br />
<strong>Methods</strong> of compensating for transfer and attenuation loss differences for<br />
0attenuation 000compression probes and for shear wave compression<br />
probes. These are based on obtaining similar echo responses on both the<br />
calibration block and on the component.<br />
For 0degree probes backwall echoes are used to probes establish transfer<br />
and attenuation correction.<br />
For shear wave probes two identical probes are used in “pitch-catch” in<br />
order to obtain what are effectively backwall echoes.<br />
either method cannot be used if the either component does not have a<br />
convenient parallel section.
Example:<br />
0 degree Probe <strong>Calibration</strong><br />
40mm thick block – Gain to achieve FSH
Example:<br />
0 degree Probe <strong>Calibration</strong><br />
30mm thick block – Gain to achieve FSH
TRANSFER & ATTENUATION CORRECTION:<br />
0 degree Probes<br />
If the results are plotted on<br />
log -linear paper they will<br />
form straight parallel lines<br />
provided that there is no<br />
attenuation difference if an<br />
attenuation difference<br />
occurs then the resultant<br />
lines will no longer be<br />
parallel.
Transfer and Attenuation Correction: Shear Probe<br />
The principle for obtaining transfer correction for shear wave probes is the<br />
same as it was for compression probes except that backwall echoes are<br />
replaced by pitch --catch responses.
4.2.8: Linearity Checks (Time Base / Equipment Gain / Vertical Gain)
4.2.8.1: Linearity of time base<br />
General<br />
This check may be carried out using a standard calibration block eg A2,<br />
and a compressional wave probe. The linearity should be checked over a<br />
range at least equal to that which is to be used in subsequent testing.<br />
Method<br />
a) Place the probe on the 25mm thickness of the A2 block and adjust the<br />
controls to display ten BWEs.<br />
b) Adjust the controls so that the first and last BWEs coincide with the scale<br />
marks at 1 and 10.<br />
c) Increase the gain to bring successive backwall echoes to 80% FSH. The<br />
leading edge of each echo should line up with the appropriate reticules<br />
line.<br />
d) Record any deviations at approximately half screen height. Deviations<br />
should be expressed as a percentage of the range between the first and<br />
last echoes displayed (ie 225mm).
Tolerance<br />
Unless otherwise specified by the testing standard, a tolerance of ±2% is<br />
considered acceptable.<br />
Frequency of checking<br />
This check shall be carried out at least once per week.
Ultrasonic <strong>Testing</strong> - Horizontal Linearity (<strong>Calibration</strong>)<br />
www.youtube.com/embed/NuS6j0SmjKQ
4.2.8.2: Linearity of Equipment Gains<br />
General<br />
This is a check on both the linearity of the amplifier within the set and the<br />
calibrated gain control. It can be carried out on any calibration block<br />
containing a side-drilled hole and should be the probe to be used in<br />
subsequent testing. Reject/suppression controls shall be switched off.<br />
Method<br />
• Position the probe on a calibration block to obtain a reflected signal from a<br />
small reflector eg 1.5mm hole in the A2 block.<br />
• Adjust the gain to set this signal to 80% FSH and note the gain setting (dB).<br />
- Increase the gain by 2dB and record the amplitude of the signal.<br />
- Remove the 2dB and return the signal to 80% FSH.<br />
- Reduce the gain by 6dB and record signal amplitude.<br />
- Reduce the gain by a further 12dB (18 intotal) and record signal amplitude.<br />
- Reduce the gain by a further 6dB (24 in total) and record signal amplitude.
Tolerance<br />
Frequency of checking<br />
The check shall be carried out at least once per week.
5.2.8.3-1: Linearity of vertical display to EN12668-1<br />
Procedure: Test the ultrasonic instrument screen linearity by altering the<br />
amplitude of a reference input using an external calibrated attenuator and<br />
observing the change in the signal height on the ultrasonic instrument<br />
screen. Report the gain setting at the beginning of the test. Check the<br />
linearity at prescribed intervals from 0 dB to - 26 dB of full screen height.<br />
Repeat the test for centre frequencies for of each filter as measured in 9.5.2.<br />
Using the same set-up shown in Figure 6 set the external calibrated attenuator<br />
to 2 dB and adjust the input signal and the gain of the ultrasonic instrument<br />
so the signal is 80 % of full screen height. Without changing the gain of the<br />
ultrasonic instrument switch the external calibrated attenuator to the values<br />
given in the Table 4. For each setting measure the amplitude of the signal on<br />
the ultrasonic instrument screen.<br />
Extract from: BS EN 12668-1:2010 Non-destructive testing- Characterization and verification of ultrasonic examination equipment<br />
Part 1: Instruments
Figure 6 — General purpose set-up for equipment
4.2.8.3-2: Linearity of vertical display to ASTM E317-01<br />
Vertical Limit and Linearity:<br />
Significance—Vertical limit and linearity have significance when echo signal<br />
amplitudes are to be determined from the display screen or corresponding<br />
output signals, and are to be used for evaluation of discontinuities or<br />
acceptance criteria. A specified minimum trace deflection and linearity limit<br />
may<br />
be required to achieve the desired amplitude accuracy. For other situations they<br />
may not be important, for example, go/no-go examinations with flaw alarms<br />
or evaluation by comparison with a reference level using calibrated gain<br />
controls.<br />
This practice describes both the two-signal ratio technique (Method A) and the<br />
input/output attenuator technique (Method B).<br />
Extract from: ASTM E317-01 Standard Practice for Evaluating Performance Characteristics of Ultrasonic Pulse-Echo Examination<br />
Instruments and Systems without the Use of Electronic Measurement Instruments<br />
Note: Method A: two-signal ratio technique collecting 2 signal from the<br />
reflectors of same size at different depth.
Method A:<br />
6.3.2.1 Apparatus—A test block is required that produces two non interfering<br />
signals having an amplitude ratio of 2 to 1. These are compared over the<br />
usable screen height as the instrument gain is changed. The two amplitudes<br />
will be referred to as HA and HB (HA > HB). The two signals may occur in<br />
either screen order and do not have to be successive if part of a multipleecho<br />
pattern. Unless otherwise specified in the requesting document, any<br />
test block that will produce such signals at the nominal test settings specified<br />
can be used. For many commonly used search units and test conditions, the<br />
test block shown in Fig. 1 will usually be satisfactory when the beam is<br />
directed along the H dimension toward the two holes. The method is<br />
applicable to either contact or immersion tests; however, if a choice exists,<br />
the latter may be preferable for ease of set-up and coupling<br />
stability……(more…)
4.2.9: Time Correction Gain (TCG)<br />
Please read:<br />
http://aqualified.com/tcg-dac-ndt-ultrasound/
Q61: The vertical linear range of a test instrument may be determined by<br />
obtaining ultrasonic responses from:<br />
A. a set of distance amplitude blocks<br />
B. steel ball located at several different water path distances<br />
C. a set of area amplitude blocks<br />
D. all of the above
Q29: Test sensitivity correction for a metal distance and discontinuity area<br />
responses are accomplished by using:<br />
A. An area amplitude set of blocks<br />
B. An area amplitude and a distance amplitude set of blocks<br />
C. A distance amplitude set of blocks<br />
D. Steel balls of varying diameters.
4.3: Curvature Correction<br />
Curvature in the surface of a component will<br />
have an effect on the shape of the ultrasonic<br />
beam. The image to the right shows the beam<br />
from a focused immersion probe being<br />
projected on to the surface of a<br />
component. Lighter colors represent areas of<br />
greater beam intensity. It can be seen that<br />
concave surfaces work to focus the beam and<br />
convex surfaces work to defocus the<br />
beam. Similar effects are also seen with<br />
contact transducers. When using the<br />
amplitude of the ultrasonic signal to size flaws<br />
or for another purpose, it is necessary to<br />
correct for surface curvature when it is<br />
encountered. The "correction" value is the<br />
change in amplitude needed to bring signals<br />
from a curved surface measurement to the flat<br />
surface or DAC value.
Convex surfaces work to defocus the beam<br />
Diverge if the surface is convex.<br />
Concave surface contour-<br />
Focusing effects
Concave surfaces work to focus the beam<br />
Diverge if the surface is convex.<br />
Concave surface contour-<br />
Focusing effects
convex surfaces work to defocus the beam<br />
Convex surfaces work to defocus the beam
Convex surfaces work to defocus the beam- When sound travels from a<br />
liquid through a metal, it will converge if the surface is concave or diverge if<br />
the surface is convex.
Q: In an immersion method, the incident sound path enter the specimen<br />
interface with convex geometry, the sound path on entry into the specimen,<br />
the convex surface works to<br />
a) De-focus the sound<br />
b) Focus the sound<br />
c) Has no effect on the focusing or de-focusing the sound<br />
d) Reflected totally all the incident sound.
Q: In transmitting sound energy into a part shown below in a immersion<br />
testing, the sound beam will be:<br />
a) Diverge<br />
b) Converge<br />
c) Straight into<br />
d) Will not enter
A curvature correction curve can be generated experimentally in a manner<br />
similar to that used to generate a DAC curve, This simply requires a<br />
component with a representative reflector at various distances below the<br />
curved surface. Since any change in the radius will change the focus of the<br />
sound beam, it may be necessary to develop reference standards with a<br />
range of surface curvatures.<br />
However, computer modeling can also be used to generate a close<br />
approximation of the curvature correction value. Work by Ying and Baudry<br />
(ASME 62-WA175, 1962) and by Birchak and Serabian (Mat. Eval. 36(1),<br />
1978) derived methods for determining "correction factors" to account for<br />
change in signal amplitude as a function of the radius of curvature of convex,<br />
cylindrical components.<br />
An alternative model for contact and immersion probe inspection was more<br />
recently by researchers at the Center for NDE at Iowa State University. This<br />
mathematical model further predicts transducer radiation patterns using the<br />
Gauss-Hermite model, which has been used extensively for simulation of<br />
immersion mode inspections.
The resulting model allows computationally efficient prediction of the full<br />
ultrasonic fields in the component for<br />
1. any frequency, including broadband measurements.<br />
2. both circular and rectangular crystal shapes.<br />
3. general component surface curvature<br />
4. both normal and oblique incidence (e.g., angle beam wedges) transducers.<br />
When coupled with analytical models for defect scattering amplitudes, the<br />
model can be used to predict actual flaw waveforms. The image shown<br />
above was generated with this model.
The plot to the right shows an example curvature correction curve and DAC<br />
curve. This curvature correction curve was generated for the application of<br />
detecting a #4 flat bottom hole under a curved surface as shown in the<br />
sketch and photograph. An immersion techniques was used generate a<br />
shear wave since the reflective surface of the target flaw was not parallel with<br />
the surface. The DAC curve drops monotonically since the water path<br />
ensures that the near field of the sound beam is always outside the part. The<br />
correction factor starts out negative because of the focusing effect of the<br />
curved surface. At greater depths, the correction factor is positive due to the<br />
increased beam spread beyond the focal zone caused by the surface<br />
curvature.
Curvature Corrections
A table of correction values and the DAC and curvature correction curves for<br />
different size radiuses can be found at the following link.<br />
https://www.nde-ed.org/EducationResources/CommunityCollege/Ultrasonics/<strong>Calibration</strong>Meth/table/table.htm
Curvature Correction
Curvature Correction
4.4: <strong>Calibration</strong> References & Standards<br />
What are standards?<br />
Standards are documented agreements containing technical specifications or<br />
other precise criteria to be used consistently as rules, guidelines, or<br />
definitions of characteristics, in order to ensure that materials, products,<br />
processes, and services are fit for their purpose.<br />
For example, the format of the credit cards, phone cards, and "smart" cards<br />
that have become commonplace is derived from an ISO International<br />
Standard. Adhering to the standard, which defines such features as an<br />
optimal thickness (0.76 mm), means that the cards can be used worldwide.
An important source of practice codes, standards, and recommendations for<br />
NDT is given in the<br />
Annual Book of the American Society of <strong>Testing</strong> and Materials,<br />
ASTM. Volume 03.03, Nondestructive <strong>Testing</strong><br />
is revised annually, covering acoustic emission, eddy current, leak testing,<br />
liquid penetrant, magnetic particle, radiography, thermography, and<br />
ultrasonics.<br />
There are many efforts on the part of the National Institute of Standards and<br />
Technology (NIST) and other standards organizations, both national and<br />
international, to work through technical issues and harmonize national and<br />
international standards.
Reference Reflectors:<br />
are used as a basis for establishing system performance and sensitivity.
Spherical reflectors are often used in immersion techniques for assessing<br />
sound fields.<br />
1. Omni direction<br />
2. Sphere directivity patterns reduce reflectance as compare with plane<br />
reflector<br />
3. Sphere of any materials could be used, however steel balls are often<br />
preferred.
Reference Reflectors are used as a basis for establishing system<br />
performance and sensitivity.
4.5: Questions & Answers<br />
Exercises
Q80: The 50 mm diameter hole in an IIW block is used to:<br />
(a) Determine the beam index point<br />
(b) Check resolution<br />
(c) Calibrate angle beam distance<br />
(d) Check beam angle<br />
Q81: The 100 mm radius in an IIW block is used to:<br />
(a) Calibrate sensitivity level<br />
(b) Check resolution<br />
(c) Calibrate angle beam distance<br />
(d) Check beam angle
Q6: The Notches are frequently used for reference reflectors for:<br />
A. Distance amplitude calibration for shear wave<br />
B. Area amplitude calibration<br />
C. Thickness calibration of plate<br />
D. Determine of near surface resolution<br />
Q17: Notches provide good reference discontinuities when <strong>UT</strong> examination is<br />
conducted to primarily detect defects such as:<br />
A. Porosity in rolled plate<br />
B. Inadequate penetration at the root of weld<br />
C. Weld porosity<br />
D. Internal inclusion
4.6: Video Time<br />
http://v.pps.tv/play_315ARS.html
Birring NDT Series, <strong>UT</strong> of Welds Part 1 of 2 - CALIBRATION<br />
https://www.youtube.com/embed/SRJktrHUlM4
Birring NDT Series, Ultrasonic <strong>Testing</strong> # 4, Angle Beam Shear Wave <strong>UT</strong> as<br />
per AWS D1.1<br />
www.youtube.com/embed/vXcAI-Zci30