Ironscan - UT Study Material - Final
Ironscan - UT Study Material - Final
Level III
ULTRASONIC TESTING
1.Introduction
• Ultrasonic Testing is a non-destructive method in which beams of high-frequency
sound waves are introduced into materials for the detection of surface and
subsurface flaws in the material.
• Discontinuities that produce reflective interfaces can be easily detected. The
major discontinuities which can be detectable are as follows,
▪ Cracks
▪ Laminations
▪ Shrinkage cavities
▪ Bursts
▪ Flakes
▪ Pores
▪ Disbonds
▪ Lamellar Tearing
▪ Solid Inclusions etc.,
• Most ultrasonic inspection instruments detect flaws by monitoring one or more
of the following:
▪ Reflection of sound from interfaces consisting of material
boundaries or discontinuities within the metal itself.
▪ Time of transit of a sound wave through the test piece from
the entrance point at the transducer to the exit point at the
transducer
▪ Attenuation of sound waves by absorption and scattering
within the test piece
▪ Features in the spectral response for either a transmitted or
a reflected signal
2. Principle: Acoustic Impedance mismatch
• Acoustic impedance is the measure of the opposition that a system presents to
the acoustic flow resulting of an acoustic pressure applied to the system
• Ultrasonic waves are mechanical vibrations. The amplitudes of vibrations in metal
parts being ultrasonically inspected impose stresses well below the elastic limit,
thus preventing permanent effects on the parts.
• Ultrasonic inspection is done at frequencies between 0.1 and 25 MHz, well above
the range of human hearing, which is about 20 Hz to 20 kHz.
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• The sound waves travel through the material with some loss of energy
(attenuation) and are reflected at interfaces. The reflected beam is displayed and
then analysed to define the presence and location of flaws or discontinuities.
• The degree of reflection depends largely on the physical state of the materials
forming the interface and to a lesser extent on the specific physical properties of
the material.
• Sound waves are almost completely reflected at metal/gas interfaces. Partial
reflection occurs at metal/liquid or metal/solid interfaces, with the specific
percentage of reflected energy depending mainly on the ratios of certain
properties of the material on opposing sides of the interface.
• It is also used to detect surface flaws, to define bond characteristics, to measure
the thickness and extent of corrosion, and (much less frequently) to determine
physical properties, structure, grain size, and elastic constants.
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• The distance between successive crest or successive trough (which equals the
distance for one complete cycle of rarefaction and compression) is the
wavelength (λ).
• The vertical axis could represent pressure instead of particle displacement. The
horizontal axis could represent time instead of travel distance because the speed
of sound is constant in a given material and because this relation is used in the
measurements made in ultrasonic inspection.
• Longitudinal ultrasonic waves are readily propagated in liquids and gases as well
as in elastic solids.
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• The mean free paths of the molecules of liquids and gases at a pressure of 1 atm
are so short that longitudinal waves can be propagated simply by the elastic
collision of one molecule with the next.
• The velocity of longitudinal ultrasonic waves is about 5920 m/s (19422.57 ft/s) in
steel, 1500 m/s (4921.26 ft/s) in water, and 330 m/s (1082.68 ft/s) in air.
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▪ Symmetrical, or dilatational
▪ Asymmetrical, or bending
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λ=V/F
Where;
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Z = ρV
• Acoustic impedance is important in
• The units for acoustic impedance are kgm-2s-1 and values for the acoustic
impedance of some materials are given in the following table:
• The greater the difference between the acoustic impedances of the two
materials at a boundary in the body the greater the amount of reflection –
two materials with the same acoustic impedance would give no reflection (or
refraction) while two with widely separated values would give much larger
reflections.
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E f = V / (2 x T)
Where,
V= Velocity of Sound in the material. (V=VL for X-cut crystal and V=VS for Y cut Crystals)
T= Thickness of the Crystal.
6.2. Amplitude:
• It is defined as the distance from the centre line (or still position) to the top of a
crest or to the bottom of a trough.
• Amplitude is measured in percentage of the full screen height (%).
• Refer wave length figure, amplitude was shown as ‘a’
Amplitude calculations:
Inverse Law,
A /A =D /D
1 2 2 1
Where,
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2 2
A / A = (D ) / (D )
1 2 2 1
Where,
A & A = Amplitude of first and second echo respectively.
1 2
6.3. Wavelength:
• The wavelength (λ) of a wave is the distance from any point on one wave to the
same point on the next wave along.
• It was measured as a distance between successive crest or successive trough.
• Wavelength is measured in metres (m) - it is a length of the wave.
6.4. Velocity:
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7. Piezo-electric effect:
• This alignment of molecules will cause the material to change dimensions. This
phenomenon is known as electrostriction. In addition, a permanently-polarized
material such as quartz (SiO2) or barium-titanate (BaTiO3) will produce an electric
field when the material changes dimensions as a result of an imposed mechanical
force. This phenomenon is known as the piezoelectric effect.
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8.4. Beam spread or the divergence of an ultrasonic beam from the central
axis of the beam, is also affected by frequency. As frequency decreases, the
shape of an ultrasonic beam increasingly departs from the ideal of zero beam
spread. This characteristic is so pronounced as to be observed at almost all
frequencies used in inspection. Other factors, such as the transducer (search
unit) diameter and the use of focusing equipment, also affect beam spread.
Sensitivity, resolution, penetration, and beam spread are largely determined by the
selection of the transducer and are only slightly modified by changes in other test
variables.
The relation between Frequency, Wavelength, Resolution, and depth are as follows,
• Wavelength is inversely proportional to Frequency (F)
• Shorter wavelengths give a better resolution (R)
• High frequency will have shorter wavelength, shorter Penetration but good
resolution Low Frequency will have longer wavelength, Deep penetration, but
the resolution was poor.
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• All ultrasonic beams diverge. In other words, all transducers have beam spread.
• The simplified view of a sound beam for a flat transducer was given in the
fallowing figure.
• The sound field of a transducer is divided into two zones; the near field and the
far field. The near field is the region directly in front of the transducer where the
echo amplitude goes through a series of maxima and minima and ends at the last
maximum, at distance N from the transducer
N= (D2 – λ2)/ 4 λ
Where,
• In the far field (Fraunhofer Zone) the beam diverges as shown in figure.
• For flat transducers as shown in Figure, the - 6 dB pulse-echo beam spread angle is
given by Equation :
Sin (α/2) = C x (λ / D)
Where,
α /2 = Half Angle Spread between -6 dB points
C = constant which varies according to the intensity of the beam as fallows
C = 1.22 for 0% intensity (outer surface or edge of the beam)
C = 1.08 for 10% intensity (-20 dB difference from centre axis intensity)
C = 0.56 for 50% intensity (-6dB difference from centre axis intensity)
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Snell's Law holds true for shear waves as well as longitudinal waves and can be
written as follows.
Where,
VL1 - longitudinal wave velocity in material 1.
VL2 - longitudinal wave velocity in material 2.
VS1 - Shear wave velocity in material 1.
VS2 - Shear wave velocity in material 2.
Snell's Law describes the relationship between the angles and the velocities of the
waves. Snell's law equates the ratio of material velocities V1 and V2 to the ratio of the
sine's of incident (Q1) and refracted (Q2) angles, as shown in the following equation.
Where:
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The value of first critical angle shall be calculated from the following Equation,
Sin (ϴ1) = Sin 90° x ( VL1 / VL2)
Where,
ϴ1 – First critical angle , VL1 – Longitudinal wave velocity in First medium / material (M1) , VL2 - Longitudinal wave velocity in
Second medium / material (M2)
Where,
ϴ2 – First critical angle , VL1 – Longitudinal wave velocity in First medium / material (M1)
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Where,
R = Reflection co-efficient
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Alternative form:
2 2
R = (r-1) / (r+1)
Where,
r = Impedance Ratio = (Z / Z )
2 1
R = Reflection co-efficient
• Since the amount of reflected energy plus the transmitted energy must equal the
total amount of incident energy, the transmission coefficient is calculated by
simply subtracting the reflection coefficient from one (applicable only for normal
incidence i.e. incident angle perpendicular to the incidence surface)
R+T=1
2
T = 4r / (r+1)
Where,
r = Impedance Ratio = (Z / Z )
2 1
T = Transmission co-efficient
R = 1 – (L + S)
Where,
L = Transmission Co-efficient for Longitudinal wave
S = Transmission Co-efficient for Longitudinal wave
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8.12. Attenuation:
1. Transmission losses,
2. Interference effects
3. Beam spread.
• Interference effects include diffraction and other effects that create wave
fringes, phase shift, or frequency shift.
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α = (Δ dB) / (2 x T)
Where,
α- Attenuation co-efficient
Where,
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• It is the most widely used ultrasonic method, involves the detection of echoes
produced when an ultrasonic pulse is reflected from a discontinuity or an
interface of a test piece.
• This method is used in flaw location and thickness measurements. Flaw depth is
determined from the time-of-flight between the initial pulse and the echo
produced by a flaw.
• Flaw depth might also be determined by the relative transit time between the
echo produced by a flaw and the echo from the back surface.
• Flaw sizes are estimated by comparing the signal amplitudes of reflected sound
from an interface (either within the test piece or at the back surface) with the
amplitude of sound reflected from a reference reflector of known size or from the
back surface of a test piece having no flaws.
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10.Basic Equipment
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▪ Circuits that supply current for all functions of the instrument constitute
the power supply, which is usually energized by conventional 115-V or 230-
V alternating current.
▪ There are many types and sizes of portable instruments for which the
power is supplied by batteries contained in the unit.
▪ The transducer is the basic part of any search unit. A sending transducer is
one to which the voltage burst is applied, and it mechanically vibrates in
response to the applied voltage.
▪ When appropriately coupled to an elastic medium, the transducer thus
serves to launch ultrasonic waves into the material being inspected.
▪ A receiving transducer converts the ultrasonic waves that impinge on it
into a corresponding alternating voltage. In the pitch-catch mode, the
transmitting and receiving transducers are separate units; in the pulse-
echo mode, a single transducer alternately serves both functions. The
various types of search units are as listed below,
1) Piezo-electric transducer
2) EMA transducer
3) Magnetostriction transducer
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10.6. Clock:
• At regular intervals, the electronic clock triggers the signal generator, which
imposes a short interval of high-frequency alternating voltage or a unipolar
(negative) spike on the transducer.
• Simultaneously, the clock activates a time-measuring circuit connected to the
display device.
• The operator can preselect a constant interval between pulses by means of a
pulse-repetition rate control on the instrument. Pulses are usually repeated 60 to
2000 times per second. In most commercially available flaw detectors, the pulse-
repetition rate is controlled automatically except for some larger systems. Also,
most systems are broadband when they transmit, but may be tuned or filtered
for reception.
• The operator can also preselect the output frequency of the signal generator. For
best results, the frequency (and sometimes the pulse-repetition rate) should be
tuned to achieve the maximum response of the transducer (resonance in the
vibrating element) and maximum signal-to-noise ratio (lowest amount of
electronic noise) in the electronic equipment.
• The transducer then converts the pulse of voltage into a pulse of mechanical
vibration having essentially the same frequency as the imposed alternating
voltage.
• The mechanical vibration (ultrasound) is introduced into a test piece through a
couplant and travels by wave motion through the test piece at the velocity of
sound, which depends on the material.
• When the pulse of ultrasound encounters a reflecting surface that is
perpendicular to the direction of travel, ultrasonic energy is reflected and returns
to the transducer.
• The returning pulse travels along the same path and at the same speed as the
transmitted pulse, but in the opposite direction. Upon reaching the transducer
through the couplant, the returning pulse causes the transducer element to
vibrate, which induces an alternating electrical voltage across the transducer.
• The induced voltage is instantaneously amplified (and sometimes demodulated),
then fed into the display device. This process of alternately sending and receiving
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pulses of ultrasonic energy is repeated for each successive pulse, with the display
device recording any echoes each time.
• Theoretically, the maximum depth of inspection is controlled by the pulse-
repetition rate. For example, if a 10 MHz pulse is transmitted at a pulse-repetition
rate of 500 pulses per second, a longitudinal wave pulse can travel almost 12 m
(40 ft) in steel or aluminum before the next pulse is triggered. This means one
pulse can travel to a depth of 6 m (20 ft) and return before the next pulse is
initiated.
• Practically, inspection can be performed only to a depth that is considerably less
than the theoretical maximum. Sound attenuation in a test piece can limit the
path length. The practical limit varies with the type and condition of the test
material, test frequency, and system sensitivity.
• It is highly desirable for all ultrasonic vibrations (including successively re-
reflected echoes of the first reflected pulse) to die out in the test piece before the
next initial pulse is introduced. As a rule, the pulse-repetition rate should be set
so that one pulse can traverse the test piece enough times to dissipate the sonic
energy to a non-displayable level before the next pulse is triggered.
• Both sound attenuation and pulse reverberation are of little consequence except
when inspecting large parts (for example, in the axial inspection of long shafts).
• Pulse-echo inspection can be accomplished with longitudinal, shear, surface, or
Lamb waves.
• Straight-beam or angle beam techniques can be used, depending on test piece
shape and inspection objectives.
• Data can be analyzed in terms of type, size, location, and orientation of flaws, or
any combination of these factors. It should be noted, however, that some forms
of data presentation are inherently unable to pin-point the location of flaws
unless the flaws are favorably oriented with respect to the transmitted sonic
beam.
• Discontinuity or flaw type, location, and orientation often influence the
procedures and techniques used to estimate size. Sometimes it is advantageous
to use separate sending and receiving transducers for pulse-echo inspection.
(Separate transducers are always used for through transmission inspection.)
• These separate transducers can be housed in a single search unit or in two
separate search units. The term pitch-catch is often used in connection with
separate sending and receiving transducers, regardless of whether reflection
methods or transmission methods are involved.
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• Furthermore, flaw echoes may exhibit widely varying shapes and amplitudes.
Accurate interpretation of an A-scan display depends on the ability of the
operator to:
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Contact-Type Units:
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surface of the specimen, which interact with the magnetic field to produce
Lorentz forces that cause the specimen surface to vibrate in sympathy with
the applied radio frequency.
• When receiving ultrasonic energy, the vibrating specimen can be regarded as
a moving conductor or a magnetic field, which generates currents in the coil.
• The clearance between the transducer and the metal surface affects the
magnetic field strength and the strength of the eddy currents generated, and
the ultrasonic intensity falls off rapidly with increasing gap.
• Working at 2 MHz, a gap of 1.0 to 1.5 mm (0.04 to 0.06 in.) has been found to
be practicable provided it is kept reasonably constant.
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• In conventional immersion inspection, both the search unit and the test piece are
immersed in water. The sound beam is directed into the test piece using either a
straight-beam (longitudinal wave) technique or one of the various angle-beam
techniques, such as shear, combined longitudinal and shear, or Lamb wave.
• Immersion-type search units are basically straight-beam units and can be used for
either straight-beam or angle-beam inspection through control and direction of
the sound beam (Figure [a to d] ).
• In straight-beam immersion inspection, the water path (distance from the face of
the search unit to the front surface of the test piece) is generally adjusted to
require a longer transit time than the depth of scan (front surface to back
surface) so that the first multiple of the front reflection will appear farther along
the oscilloscope trace than the first back reflection.
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• This is done to clear the displayed trace of signals that may be misinterpreted.
Water path adjustment is particularly important when gates are used for
automatic signaling and recording. Longitudinal wave velocity in water is
approximately one-fourth the velocity in aluminum or steel; therefore, on the
time base of the oscilloscope, 25 mm (1 in.) of water path is approximately equal
to 100 mm (4 in.) of steel or aluminum. Therefore, a rule of thumb is to make the
water path equal to one-fourth the test piece thickness plus 6 mm ( in.).
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Sin α / Sin β = V1 / V2
Where,
α= Angle of incidence
β= Angle of refraction
V1=Velocity in first medium
V2= Velocity in second medium
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• The change in the focal length can be predicted by the following equation.
For example, given a particular focal length and material path, this
equation can be used to determine the appropriate water path to
compensate for the focusing effect in the test material.
WP = F - MP (Ctm – Cw)
Where,
WP = Water Path
• There are three broadly classified scanning methods that utilize immersion-
type search units:
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▪ Ease of fabrication
• Immersion transducers are available in three different configurations as listed
below,
▪ unfocused (“flat”),
▪ spherically (“spot”) focused, and
▪ Cylindrically (“line”) focused.
• Focusing is accomplished by either the addition of a lens or by curving the
element itself. The addition of a lens is the most common way to focus a
transducer.
• The advantages of focused search units are listed below; these advantages
apply mainly to the useful thickness range of 0.25 to 250 mm (0.010 to 10 in.)
below the front surface:
▪ High sensitivity to small flaws
▪ High resolving power
▪ Low effects of surface roughness
▪ Low effects of front-surface contour
▪ Low metal noise (background)
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The inspection or reference standards for pulse-echo testing include test blocks
containing natural flaws, test blocks containing artificial flaws, and the technique
of evaluating the percentage of back reflection. Inspection standards for
thickness testing can be plates of various known thicknesses or can be stepped or
tapered wedges.
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▪ It provides artificial flaws of different sizes at the same depth. Eight blocks
made from the same 50 mm (2 in.) diameter round stock, each 95 mm (3 ¾
in.) high, constitute a set of area-amplitude blocks.
▪ The block material must have the same acoustic properties as the test piece
material.
▪ Each block has a 20 mm (3/4 in.) deep flat-bottom hole drilled in the center of
the bottom surface. The hole diameters vary from 0.4 to 3.2 mm
▪ The blocks are numbered to correspond with the diameter of the holes.
▪ Block No. 1 has a 0.4 mm (1/64 in.) diameter hole, No. 2 has a 0.8 mm (
2/64in.) diameter hole, and so on, up to No. 8, which has a 3.2 mm ( in.)
diameter hole. Similar area amplitude blocks made from 49 mm (1 in.)
square stock are sometimes known as Series-A blocks.
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• There are 19 blocks in a Series-B set. All are 50 mm (2 in.) dia blocks of the
same material as that being inspected, and all have a 20 mm (3/4in.) deep
flat-bottom hole drilled in the center of the bottom surface.
• The hole diameter is the same in all the blocks of a set; sets can be made with
hole diameters of 1.2, 2.0, and 3.2 mm (3/64, 5/64, and 8/64 in.).
• The blocks vary in length to provide metal distances of 1.6 to 145 mm (1/16to
5 3/4 in.) from the top (entry) surface to the hole bottom. Metal distances are:
▪ 1.6 mm ( 1/16 in.)
▪ 3.2 mm through 25 mm (1/8 in. through 1 in.) in increments of 3.2
mm (1/8 in.)
▪ 32 mm through 150 mm (1 1/4 in. through 5 ¾ in.) in increments of
13 mm ( ½ in.)
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• Seven blocks have 20 mm ( 5/64 in.) dia holes at metal distances of 3.2, 6.4,
13, 20, 40, 75, and 150 mm ( 1/8, 1/4, 1/2 , 3/4 , 1 1/2 , 3 and 6 in.).
• The remaining blocks have 3.2 mm ( 8/64 in.) dia holes at 75 and 150 mm (3
and 6 in.) metal distances.
• The three blocks with a 75 mm (3 in.) metal distance and hole diameter of 1.2,
2.0, and 3.2 mm (3/64 , 5/64 , and 8/64 in.) form an area-amplitude set, and
the set with the 2.0 mm ( 5/64 in.) dia holes provides a distance-amplitude
set.
• In addition to the basic set, ASTM lists five more area-amplitude standard
reference blocks and 80 more distance-amplitude blocks.
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18.Couplant:
• A couplant is a material (usually liquid) that facilitates the transmission of
ultrasonic energy from the transducer into the test specimen. Couplant is
generally necessary because the acoustic impedance mismatch between air
and solids (i.e. such as the test specimen) is large.
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• The couplant displaces the air (poor transmitter of sound waves) and makes it
possible to get more sound energy into the test specimen so that a usable
ultrasonic signal can be obtained. In contact ultrasonic testing a thin film of
oil, glycerine or water is generally used between the transducer and the test
surface.
• In immersion ultrasonic testing both the transducer and the part are
immersed in the couplant, which is typically water.
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• Once the index point of the search unit is marked, the 50 mm (2 in.) dia hole is
used to determine the angle of the beam in the low-carbon steel from which
the block is prepared.
• The search unit is placed on surface A or surface B and is aimed toward the 50
mm (2 in.) dia hole. Then, the search unit is moved along the surface until a
maximum-amplitude echo is received.
• At this position, the index point on the search unit indicates the beam angle,
which is read from one of the degree scales marked along the sides of the
block at the edges of surfaces A and B refer Fig. (b).
• By knowing the beam path value of the artificial defect at known depth from
IIW-V1 Block or IIW-V2 block, the true indexing angle (refracted angle) of the
angle beam probe shall be calculated as follows,
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19.5. Analytical method for determining probe index and probe angle
simultaneously:
• Analytically the probe index point and probe true beam angle shall be
predicted by the following method
• Plotting a cure with depth of the side drilled hole on ‘X’ axis and position of
the probe face end in ‘Y’ axis. As shown.
• The maximum indications were captured from the side drilled holes (SDH) at
various depths (minimum three side drilled holes) and noted the location of
the probe from the SDH and the corresponding hole depth was noted and
plotted on the graph as shown in the figure.
• The line joining these plotted points will intersect the ‘X’ axis at a distance of X
from the origin.
• The distance X from the origin will give the exact value of probe index.
• The included angle (θ) between the line intersecting on ‘X’ axis will give the
probe beam angle.
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• A delay correction for the plastic wedge is required to correctly set the
scale to 100 mm with each shear wave probe.
• Scan the 100 mm radius with the shear wave probe for which the range
is to be calibrated and maximize the signal obtained from the radius.
• Observe the location of this indication on the scale and bring it to the
actual full scale location using the zero and delay control.
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19.7. Sensitivity :
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19.8. Resolution:
• A straight-beam search unit, as well as the instrument, can be checked for
back-surface resolution by placing the search unit on surface A and reflecting
the beam from the bottom of the 2 mm (0.080 in.) wide notch and from
surfaces B and E on either side of it, as shown in Fig.(d).
• With proper resolution, the indications from these three surfaces should be
clearly separated and not overlapped so as to appear as one broad, jagged
indication. Because resolution is affected by test conditions and by
characteristics of the search unit and instrument amplifier, this degree of
resolution sometimes may not be obtainable.
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• It is the depth below the entry surface that cannot be inspected because the
initial pulse interferes with echo signals. An indication of the length of the
dead zone of a straight-beam search unit can be obtained by placing the
search unit on surface A or F in line with the 50 mm (2 in.) dia hole Fig. (a).
• When the search unit is placed on surface A, a discernible echo from the 50
mm (2 in.) dia hole indicates a dead zone of less than 5 mm (0.2 in.). Similarly,
when the search unit is placed on surface F, a discernible echo from the 50
mm (2 in.) dia hole indicates a dead zone of less than 10 mm (0.4 in.).
• Alternatively, the length of the dead zone can be measured by calibrating the
time base of the instrument, then measuring the width of the initial-pulse
indication at the base of the signal, as illustrated schematically in Figure.
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Weld scanning with angle beam probe, Range = 0 – (1.25 times the full beam path)
Normal beam or Dual element (TR) Probe, Range = 4 X Thickness of the job.
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• This occurs because the transmitted ultrasonic beam spreads out as it travels
from the probe to the reflector and so the further the reflector is from the
probe the lower the energy of the sound that actually hits the reflector.
• Similarly, the further the reflected pulse has to travel the lower the energy
that is received back at the probe.
• The material from which DAC block was made shall be of the same product
form and material specification or equivalent P- number grouping as the
material being inspect.
• During the inspection, the amplitude of any echo which appears on the
screen can easily be compared to the signal amplitude of the reference
reflector at the exactly the same range.
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Movement A – Lateral scanning at constant skip distance (best to detect root discontinuities)
Movement C – Direct scan or Traverse scanning (best to detect sub surface discontinuities)
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By Pythagoras Theorem
Cos ϴ = Adjacent side / Hypotenuse
Sin ϴ = opposite side / Hypotenuse
From the Weld scanning configuration,
Adjacent side = Thickness,
Opposite side = Skip distance,
Hypotenuse = 1/2 Beam path.
Applying these terms in trigonometric functions,
Sin ϴ = ½ skip distance / ½ Beam path
Cos ϴ = Thickness / ½ Beam path
By Re-arranging,
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These two Equations shall be rewrite for the multiples of ½ beam path and ½ skip distances
by multiplying by the constant n, where n gives number of
½ beam path and ½ skip distance values.
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½ skip ½ skip
Guide strip Guide strip
½ skip ½ skip
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• A graphical card as shown in figure will be used to determine and analysis the
sound beam path in the member and it will provides all the required details
for the triangulation solution of discontinuity location.
• The weld geometry shall be drafted in the plotting cards for evaluation of
indications as shown in the figure.
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• From which the location of the defect, depth, size of the defect shall
be clearly extracted.
• Rolled strip, sheet, and plate can be ultrasonically inspected by using either
straight-beam or angle-beam pulse-echo techniques for contact or immersion
inspection
• Contact inspection is more widely used, with straight-beam inspection from
the top surface of a test piece, planar discontinuities to which flat-rolled
products are susceptible are readily detected, and their locations and limits
are easily and accurately determined.
• Laminations are particularly detrimental when pieces cut from the plate are to
be subsequently welded to form large structural assemblies.
• Laminations usually occur centered in the thickness of the plate and are
usually centered in the as-rolled width of the plate.
• Laminations do not extend to the surface except at sheared or flame-cut
edges and may be difficult to detect visually unless the lamination is gross.
• Ultrasonic inspection is the only reliable way to inspect a plate for
laminations.
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• The loss of back reflection technique is the technique most often used for the
inspection of plate for planar discontinuities, especially laminations.
• This technique is similar to the percentage of back reflection technique except
that rejection is based on complete or partial loss of the back reflection
indication.
• The system is calibrated by placing the search unit over a sound (lamination-
free) region of the plate to be inspected.
• The pattern on the oscilloscope screen is then a series of multiple back
reflection indications from the bottom surface of the plate, as shown for the
top inspection of 28.4 mm (1.12 in.) thick steel plate in Figure (a).
• The instrument controls are adjusted to produce a first back reflection height
of about 75 to 100% of full screen height. General scanning of the plate is
done at this sensitivity level.
• Minor sensitivity adjustments can be made to accommodate surface
roughness, provided no laminations or other flaws are encountered.
• As the search unit passes over the edge of a lamination during scanning,
additional indications appear on the oscilloscope screen approximately
midway between the initial pulse and the first back reflection and between
the multiple back reflection indications.
• As the search unit is moved farther over the laminated region, indications of
the laminations become stronger until finally the original pattern is replaced
by a series of multiple lamination indications spaced at approximately half the
thickness of the plate.
• The size of a lamination can be determined by moving the search unit back
and forth across the flawed region and, when lamination indications drop to
40% of full screen height, marking the plate at a location corresponding to the
center of the search unit.
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• At any position the A scan response from the point reflector will shows a
sharp indication echo
• As the probe is moved these sharp echo will attain its maximum peak
amplitude before falling smoothly to the noise level (reverberation or grass
echo level i.e., below 5 % amplitude).
• Porosity was the best example of point reflectors.
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• At any position the A scan response from the point reflector will shows a
sharp indication echo
• When the probe is moved to get the sizing of the discontinuity the echo will
rise smoothly (with a little change in amplitude or no change) and maintained
until the beam moved off from the reflectors edge.
• Lack of side wall fusion is the best example of smooth reflecting surface
reflectors.
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• The angle of incidence of the probe plays a vital role in getting indications
from the rough reflecting surfaced reflectors.
a) Normal Incidence:
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b) Oblique incidence:
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• At any position the A scan response from the multiple reflector will shows a
cluster of signals which may or may not be well resolved in range.
• As the probe is moved the signal raises and falls randomly.
• The signal from each separate reflector element will show a separate peak
indication as shown in figure.
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26.1. Crack :
• Cracks are rupture of metal caused by severe heat and stress.
• Crack can occur anywhere in the weld metal, heat affected zone and in
the base metal.
• Longitudinal cracks propagate along the weld length.
• Transverse cracks are perpendicular to the weld seam.
• Crater cracks form at the weld surface and radiate out in many
directions [ visible at surface ].
• Base metal cracks may be in any orientation to the weld.
• Tight crack produces small indication or no indication at all.
• Opened cracks usually produce recognizable high amplitude broad based
indication with wide signal envelope.
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• Failure of the weld metal to fuse along the edges of the base metal [
bevel ] or lack of bond between adjacent weld passes [ an area of the
parent metal or already solidified weld metal does not get melted to
fuse with the weld metal ].
• Usually caused by improper heat or poorly prepared weld surfaces.
• Lack of fusion may have slag associated with it.
• Produces high amplitude sharp indication, only when intercepted at 90 0,
usually detectable from one side of the weld only.
• When slag is present, the defect is detectable from both the sides of
the weld.
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26.5. Porosity :
• Porosity occurs when gasses in the molten weld metal fails to escape
before solidification of the weld material.
• Occurs anywhere within the weld. Isolated pore is a single spherical
gas pocket.
• Scattered porosity is random distribution of single pores. Cluster
porosity is a group of pores.
• Wormhole is an elongated [ tunneling ] pore. Hollow bead is an
elongated gas pocket that tunnels down the root pass in the
direction of welding.
• Single pore produces a narrow base sharp small amplitude indication.
• Single and dispersed / scattered pores are difficult to detect.
• Cluster will produce broad base indication with multiple peaks.
• The root of the weld is fused but the center of the root weld pass is
below the surface of the adjacent base material.
• This defect occurs on joints that are welded from one side only, where
excessive melting of the underside occurs.
• This discontinuity is open to the surface. Detectable as low amplitude
signal from both the sides of the weld.
• Plotting short of plate thickness with no crossover.
• Difficult to detect if wide and shallow. [ a 450 probe is preferred ]
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26.7. Undercut :
• Excess metal accumulation at root, occurs mostly after root repair. Low
amplitude signal from the root bead, detectable from both the sides,
distinguishing feature is ringing of the falling edge of the signal.
• Beam path just longer than half skip beam path.
• Plots deeper than plate thickness level with cross over.
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• The inherent gap between the backing bar and the base material and
the edges of a narrow backing strip produce indications.
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• Superior penetrating power, which allows the detection of flaws deep in the
part
• Ultrasonic inspection is done routinely to thicknesses of a few meters on
many types of parts and to thicknesses of about 6 m (20 ft) in the axial
inspection of parts such as long steel shafts or rotor forgings
• High sensitivity, permitting the detection of extremely small flaws
• Greater accuracy than other nondestructive methods in determining the
position of internal flaws, estimating their size, and characterizing their
orientation, shape, and nature
• Only one surface needs to be accessible
• Operation is electronic, which provides almost instantaneous indications of
flaws. This makes the method suitable for immediate interpretation,
automation, rapid scanning, in-line production monitoring, and process
control.
• With most systems, a permanent record of inspection results can be made for
future reference
• Volumetric scanning ability, enabling the inspection of a volume of metal
extending from front surface to back surface of a part
• Nonhazardous to operations or to nearby personnel and has no effect on
equipment and materials in the vicinity
• Portability
• Provides an output that can be processed digitally by a computer to
characterize defects and to determine material properties
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Where:
= Density
V = Velocity
2. Wavelength calculation:
Where:
= Wavelength
V = Velocity
F = Frequency
Where:
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Where:
R = Reflection Coefficient
Z1 = Acoustic Impedance of Medium 1
Where:
R = Reflection Coefficient
Z1 = Acoustic Impedance of Medium 1
Where:
N = Near Field
D = Transducer Diameter
= Wavelength
V = Velocity
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Where:
= Wavelength
D = Transducer Diameter
V = Velocity
F = Frequency
Where:
dB = Decibel
P1 = Pressure Amplitude 1
P2 = Pressure Amplitude 2
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Solved Examples
Example 1
Calculate the end of the near field when using a 5 MHz, 0.375 inch diameter transducer to
inspect a component made of brass. The sound velocity in brass is 0.1685x106 inch/second
Where: N = Near Field Length or Transition from Near Field to Far Field
D = Diameter of the Transducer
F = Frequency of the Transducer
= Wavelength (cycles/second) Note: MHz is used in the Java applet for ease of use.
V = Velocity of Sound in the Material
The near field will extend into the material 1.04 inch from the transducer face. Within this
near field area, it is hard to predict the signal amplitude from a reflector.
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Example 2
What is the incident angle that will produce a 70 degree refracted shear wave in steel using a
Lucite wedge.
Finally, take the inverse sine of 0.778 to determine the angle whose sine equal 0.778.
Θ1 = 51.1 degrees
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Example 3
If the incident angle is 24 degrees when setting up an immersion inspection, what is the
refracted shear wave angle in aluminum?
• 1= 24 degrees
• 2= the value to be determined
• V1= 0.148 cm/s (sound velocity of a longitudinal wave in water)
• V2= 0.313 cm/s (sound velocity of a shear wave in aluminum)
Sin 24 = 0.407
Plug in this value and cross multiply and divide.
Finally, take the inverse sine of 0.861 to determine the angle whose sine equal 0.861.
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Example 4
Two sound pressure measurements are made using an ultrasonic transducer. The output
voltage from the transducer is 600 mv for the first measurement and 100 mv for the second
measurement. Calculate the difference in the sound intensity, in dB, between the two
measurements?
Multiply:
The sound intensity changed by -15.56dB. In other words, the sound intensity decreased by
15.56 dB
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Example 5
If the intensity between two ultrasonic measurements increases by 6 dB, and the first
measurement produces a transducer output voltage of 30 mv, what was the transducer output
voltage for the second measurement?
Simplify:
Simplify:
The voltage output for P2 is 60mv. Notice that a 6dB increase in sound intensity doubled the
voltage output.
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Example 6
Consider the sound pressure difference between the threshold of human hearing, 0 dB, and
the level of sound often produce at a rock concert, 120 dB. (Note: prolonged sound levels
above 85 dB are considered harmful, while levels above 120 dB are unsafe.)
where: P1is the sound pressure of the reference level, and P2 is the sound pressure
experienced at the rock concert.
So the sound pressure at a rock concert is 106 or one million times greater than that of the
threshold of human hearing.
Example 7
Calculate the thickness of the normal beam transducer crystal size for the transducer firing on steel
at 4 MHz. (Beam Longitudinal velocity =5920 m/s)
W.K.T,
f = V / (2t)
Where,
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t = Thickness of the crystal.
On Substituting,
4 X 10 6 = (5920 X 10 3 ) / (2t)
2t = 5920000/4000000
2t = 1.48
T = 0.74 mm
Crystal thickness = 0.74mm
Example 8
Calculate the attenuation co-efficient ( α ) for the following, the thickness of the specimen was
25mm.
W.K.T
α = (Δ dB) / (2 x T)
on substitution,
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α = 2 / (2 X 25)
α = 0.04 dB/mm
Example 9
Calculate the wave length of ultrasonic energy in lead (VL = 2.1X105 cm/s) at 1 MHz.
W.K.T
Wavelength λ=V/F
On substitution,
λ = 210000 / 1000000
=0.21 cm
The wavelength = 0.21cm or 2.1mm
Example 10
Calculate the dB required to raise the second back wall echo amplitude to that of first.
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Example 11
Calculate the true angle for 4MHz 60 ⁰ shear wave probe in aluminium.
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