Non-Destructive Test Procedure For Hydraulic Cylinders

SET UP

Use care when handling cylinders. A hoist or other equipment must be used for heavier items.
1. Place cylinder on test stand.
2. Install correct fittings into ports.
3. Attach hoses to ports.
4. Set relief valve to operating pressure of cylinder.

STANDARD TEST

Make sure that the relief valve is set for the appropriate level. Fill cylinder with oil by alternately introducing oil into the extend and retract ports. Inspect all parts of the cylinder for leaks or damage.

5. Fully extend rod.

6. Check extend length to print.

7. Wipe rod.

8. Inspect rod for scratches or other damage.

9. Fully retract.

10. Check retracted length to print.

11. Pressurize retract/rod end port to relief pressure and hold.

12. Check for leaks around rod seal, head seal, port welds.

PISTON BYPASS INSPECTION

This test is to determine whether oil is leaking past the piston seals. Such a leak would allow the cylinder to drift while in operation.

13. Check for bypass over piston.

1. Disconnect hose from extend/base port (while retract/rod port is still pressurized).
2. Check for oil flow from extend/base port (should be none).
3. Reconnect hose to extend/base port.

14. Fully extend and pressurize extend/base port to relief pressure and hold.

15. Check for leaks around base and port welds.

16. Check for bypass over piston.

1. Disconnect hose from retract/rod end port.
2. Check for oil flow from retract/rod end port (should be none).
3. Reconnect hose to retract/rod end port.

COMPLETE TEST

Clean up and send to paint booth.

17. Fully retract with air pressure only.

18. Remove hoses and fittings.

19. Turn cylinder over to drain excess oil.

20. Plug ports.

21. Stamp with inspector number when complete and satisfactory.

22. Complete test report.

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Non-Destructive Test Procedure For Hydraulic Cylinders

SET UP

Use care when handling cylinders. A hoist or other equipment must be used for heavier items.

1. Place cylinder on test stand.

2. Install correct fittings into ports.

3. Attach hoses to ports.

4. Set relief valve to operating pressure of cylinder.


STANDARD TEST

Make sure that the relief valve is set for the appropriate level. Fill cylinder with oil by alternately introducing oil into the extend and retract ports. Inspect all parts of the cylinder for leaks or damage.

5. Fully extend rod.

6. Check extend length to print.

7. Wipe rod.

8. Inspect rod for scratches or other damage.

9. Fully retract.

10. Check retracted length to print.

11. Pressurize retract/rod end port to relief pressure and hold.

12. Check for leaks around rod seal, head seal, port welds.

PISTON BYPASS INSPECTION

This test is to determine whether oil is leaking past the piston seals. Such a leak would allow the cylinder to drift while in operation.

13. Check for bypass over piston.

1. Disconnect hose from extend/base port (while retract/rod port is still pressurized).
2. Check for oil flow from extend/base port (should be none).
3. Reconnect hose to extend/base port.

14. Fully extend and pressurize extend/base port to relief pressure and hold.

15. Check for leaks around base and port welds.

16. Check for bypass over piston.

1. Disconnect hose from retract/rod end port.
2. Check for oil flow from retract/rod end port (should be none).
3. Reconnect hose to retract/rod end port.

COMPLETE TEST

Clean up and send to paint booth.

17. Fully retract with air pressure only.

18. Remove hoses and fittings.

19. Turn cylinder over to drain excess oil.

20. Plug ports.

21. Stamp with inspector number when complete and satisfactory.

22. Complete test report.

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Non-destructive Characterisation of Martensite in AISI type 304 Stainless Steel using SQUID and MBN Methods

INTRODUCTION

Austenitic stainless steels are widely used as structural materials in power, chemical, petrochemical, nuclear and other industries, because of high level of fabricability and excellent corrosion resistance. In these steels, due to plastic deformation or working, the unstable austenite transforms to martensite in a diffusionless manner. In case of operating components made of austenetic stainless steels, e.g. AISI type 304, AISI type 316, local plastic deformation associated with fatigue damage in components operating at room temperature (300K) and below may lead to precipitation of martensite. Detection and characterisation of small amounts of martensite in such steels is very useful for early detection of fatigue damage and hence for evaluation of in-service degradation

X-ray diffraction is used for quantification of martensite. Since marteniste is a magnetic phase in a non-magnetic austenite matrix, it is possible to exploit the magnetic methods of NDE for characterisation of martensite. A few such methods reported in the literature include eddy current test, hystetisis, and equivalent delta-ferrite based Ferritescope method [1, 2]. Superconducting QUantum Interference Device (SQUID) is an ultrasensitivie magnetic sensor, which typically has resolution of 10-14 T [3]. In recent years, SQUID sensors have formed the basis for several new magnetic non-destructive evaluation (NDE) methods and these methods have been applied to variety of applications [4-10]. Similarly, MBN methods are being increasingly applied for characterisation of microstructures in a variety of materials [2]. We have applied SQUID and MBN methods for characterisaiton of martensite in cold worked AISI type 304 stainless steel. This paper describes the details of the experimental set up developed and discusses the results of characterisation of marteniste. The sensitivity of the SQUID method is compared with MBN, delta ferrite, eddy current, and hysterisis methods. For the benefit of readers in NDE, detailed descriptions of operating principles of SQUIDs, different SQUID systems and interesting applications of SQUIDS to NDE are also given in the paper.

SUPER CONDUCTING QUANTUM INTERFERENCE DEVICE (SQUID)
Superconductivity

Superconductivity is a unique thermodynamic state characterised by the condensation of the conduction electrons into pairs featuring opposite momentum and spin (Copper spins) [3]. At absolute temperature (0K) all the conduction electrons of the superconducting material are condensed into these pairs. At elevated temperatures, an increasing number of excitations occur (pair breaking), leading to a number of phi-0;quasi-particles; (electrons with a missing counterpart) in addition to the pair condensate. At a critical temperature Tc, all pairs break and superconductivity ceases. Tc values of some important materials are given in Table-I.

Table-I Important superconducting materials

SQUID Principles
A SQUID essentially consists of a superconducting ring (in practice any shape, provided that the superconducting material completely surrounds a void) interrupted at one or two positions by a Josephson junction. The operation of SQUID sensor is based on two effects namely flux quantisation and Josephsen effects, observable only in the presence of superconductivity; Flux quantisation dictates that the flux inside the SQUID ring due to an external magnetic field can not change continuously, but only in multiples of , the flux quantum (phi-0= h/2e = 2.7 x 10-15 Tesla/m2). The Josephsoneffect states that a superconducting current can cross the Josephson junction, which consists of a weak link between two superconductors, up to a limit known as the critical current. These properties cause the SQUID impedance, measured after inductively coupling to arf current bias, to be a periodic function of the magnetic flux threading the SQUID. The net result is that the SQUID works as a flux-to-voltage converter with unparalleled sensitivity [4]. SQUID is the most sensitive magnetic sensor to date. It can detect changes in magnetic field of several femtotesla (10-15T).
SQUIDs with one junction are called rfSQUIDs and those with two junctions are called DC SQUIDs, because of different types of electronic read-out commonly used. Generally to reduce the influence of magnetic signals from unwanted sources, the SQUID itself is placed inside a superconducting shield, while the signal of interest is transformer-coupled to the SQUID through a small opening in the shield. If the SQUID is unshielded or if there is only a simple pick-up coil for the section of the transformer outside the shield, then the SQUID gives a measure of the magnetic field, and functions as a magnetometer. If more complex external coil structures are used, such as two axial coils wound in opposite directions and separated by a distance relatively large compared to the distance of one of the coils to the signal source, then the system functions as a magnetic gradiometer. This gradiometer coil configuration effectively serves to nullify a uniform background without having much influence on the signal from the nearby source of interest [5]. The pickup coil configurations for magnetometer and gradiometer are shown in Fig.1(a). In order to compensate for the electromagnetic disturbances from surroundings, second order gradiometers are used. Figure 1(b) illustrates how the pickup coil loops are flux transformer coupled to the SQUID loops.
SQUIDs were first developed using low temperature superconductivity (LTS) materials in the 1960s and became available commercially in the early1970s as relatively crude Nd devices with single Josephson junctions formed by a mechanical point contact between a screw and bulk material. The reliability of this design was limited and in the early 1980s thin film devices fabricated with microelectronic film deposition and photolithographic patterning processes superseded it. The technology of superconducting devices was advanced in 1986 by the discovery of the high temperature superconductivity (HTS) materials, principally YBa2Cu3O7-x which superconductsupto 92K. Through this is still a low temperature in everyday terms, the ability to use liquid nitrogen for cooling led to the belief that many previously impractical applications, including NDE, would become practical. Significant progress has been made by many industrial and academic groups to realise simple, portable HTS SQUID systems for NDE research.

SQUID Configurations and Systems

Most commercial SQUID systems have high sensitivity from DC to 10 kHz. They have a linear response and a wide dynamic range. When used with gradiometer pick-up coils, they can easily reject distant magnetic noise sources or ambient background magnetic fields. Typical sensitivities for LTS commercial SQUIDs above 1 Hz are in the range of 1-10 fT, while HTS commercial SQUIDs are limited to the range of 30-300 fT. Nevertheless, even HTS SQUIDs are more sensitive than any other magnetic sensor technology. Relatively simple fluxgate magnetometers have sensitivities in the range of 1 nanotesla (10-9T) - 1 picotesla (110-12T). If the magnetic signal to be monitored is sufficiently large, high sensitivity systems are not required. Detection of a localised defect using a SQUID pick up coil is approximately limited by the a) diameter of the pick-up coil and b) lift-off between the coil and the signal source. Here, the lower HTS stand-offs as compared to those of LTS, compensate for the lower sensitivity of HTS SQUIDs. The most important drawback of SQUIDs is that they work only at low temperatures; -269 deg. C for LTS alloys and 197 deg. C for HTS ceramics.

SQUID Applications in NDE

For aircraft NDE, while ECT methods are among the better techniques available, they are not effective beyond a depth of a few millimeters. However, using multi-sensor LTS SQUIDs detection of simulated cracks and corrosion damage in hidden layers has been demonstrated [5, 6, 8]. By raster scan imaging of the SQUID gradiometer over the object surface, an electromagentic microscope has been realised and scans of aircraft fuselage and wheels have been produced to demonstrate the advantages of SQUID over conventional NDE techniques [5]. LTS SQUID systems are not well suited for practical use because of the sophisticated and expensive cryogenics involving liquid He. Further the SQUID systems have to be mobile and capable of operating without any magnetic shielding e.g. in aircraft maintenance hangers where the level of electromagnetic disturbances is very high (up to the micro-Tesla range).
With the availability of high temperature superconductivity (HTS) materials, new avenues have been opened up for SQUID sensors and they are being used in a variety of NDE applications [4-10]. Some of them include detection of defects in carbon steels [7] and aluminium alloys [5, 8], detection of buried steel pipelines, detection of gross flaws in sub-sea steels structures, and fatigue damage assessment in austenitic stainless steel [9]. Because steel provides its own ferromagnetic signal, or is easily magnetised, SQUIDs make excellent detectors of discontinuities in steels. Remote detection of defects in stainless steel pipe walls in chemical industry and in nuclear rectors is possible by using SQUIDs. Similarly, measurement of magnetic field at the surface of a stressed steel structure provides a very sensitive information of microscopic mechanical behaviour, which is generally not observed via traditional stress strain measurements [6]. SQUIDs are being explored for early detection of defects or microstructural degradations in civil and military aircraft. There are continuous attempts to find a niche for NDE SQUID applications.

MAGNETIC BARKHAUSEN NOISE (MBN) METHOD
Magnetic flux perturbation occurs when an induced magnetic field in ferromagnetic materials is swept in a hysteresis loop and as a result what are known as Barkhausen noise emissions are produced. These are due to the result of discrete changes in magnetisation caused mainly by the irreversible motion of the 180° domain walls during the sweeping of the magnetic field. NDE method that involves measurement of these perturbations for characterisation of materials is known as Magnetic Barkhausen Noise (MBN) method. The perturbations are measured by using a pick up coil and analysed as MBN signals. The nucleation and movement of magnetic domain walls directly depends on various microstructural features such as cavities, grain boundaries, precipitates, cracks etc. MBN parameters such as Mmax(the maximum value of MBN signal generated during a hysteresis cycle), Hcm(the magnetic field at which the maximum MBN occurs), number of signal counts, and rms voltage of MBN signal have been used to characterise these microstructural features. Typical successful applications of MBN method include microstructural characterisation, characterisation of post weld heat treatment in weld joints, assessment of creep and fatigue damage, and measurement of residual stresses. A more detailed description of the MBN method and its applications can be found elsewhere.

EXPERIMENTAL SET UP
Arf-HTS SQUID magnetometer system shown in Fig.2 has been used in the present study. The SQUID is made of YBa2Cu3O7-x or 1-2-3 compound. Liquid Nitrogen is used as coolant for maintaining temperature. This SQUID system has sensitivity better than 5 x 10-15 Tesla/ÖHz at 1 Hz. Because of very high sensitivity, SQUID is not used directly to measure the magnetic fields. Rather, it is encapsulated in a superconducting shield, with the magnetic signal coupled to it by a flux transformer [10]. The flux transformer consists of a primary (magnetometer) coil placed nearer to the measurement position and a secondary (input) coil coupled to the SQUID, inside the shield, as shown in Fig. 1 (b). Scanning is performed so that external magnetic field from the specimens induces voltage in the primary coil and the current in the primary coil generates a magnetic field in the SQUID through the input coil. The SQUID output in multiples of phi-0 is digitised and stored in the computer. Software written in Labview; is used for controlling the scanner as well as the data acquisition. This software also consists of provision for filtering to remove background noise and to process the acquired signals. During measurements using SQUIDs, proper magnetic shielding is ensured to avoid the background field pick-up, which many a times buries the magnetic field produced by the desired variables in specimens, e.g. martensite in austenitic stainless steel. Averaging has been performed on the SQUID data to enhance the signal-to-noise by approximately three times.
For MBN experimental studies 3MA system developed by IZFP has been used.MBN measurements have been made using sinusoidal magnetic field varying between + 50 A/cm at 15 Hz. A surface pick-up coil having a 2 mm diameter ferrite core wound with 3500 turns of 220 micron wire has been used to receive the MBN signal and a Hall probe integrated into the pick-up sensor has been used to measure the applied magnetic field. Low noise pre-amplifier with band-pass filter has been employed for better signal-to-noise ratio. The MBN signals have been digitised and stored in a computer for the evaluation of maximum amplitude, Mmax.

RESULTS AND DISCUSSION

Typical SQUID output from a 20% cold worked specimen as a function of scanning distance along rolling plane after averaging is shown in shown in Fig. 3. The pick up coil scan speed is 30 cm/s. The SQUID output of the 40% cold worked specimen at different scanning speeds is shown in Fig.4. As expected, the SQUID output is found to increase linearly with scanning speed. In order to detect very small changes in magnetic field arising from martensite, the maximum possible speed of 40 cm/s speed has been chosen for all further investigations. The SQUID output as a function of cold work is shown in Fig.5. It can be seen from Fig.5 that there is a monotonic increase in the SQUID output with the cold work i.e. with increase in volume fraction of martensite of SQUID. When fitted logarithmically, a correlation coefficient of 0.994 has been observed. Typical MBN signals from different cold worked specimens are shown in Fig.6. The peak MBN signal amplitude is plotted as a function of cold work in Fig.7. As can be observed in Fig. 7, with increasing cold work, the peak amplitude of MBN signal is found to increase.

In order to compare the sensitivity of SQUID and MBN method, experiments have been carried out using other NDT methods, namely X-ray diffraction, d-ferrite, eddy current, and hysteresis methods. In the specimens with higher cold work i.e. large volume fraction of martensite, the SQUID and MBN measurements are found to be in good agreement with X-ray diffraction, d-ferrite, eddy current, and hysteresis methods. However, the detection sensitivities are different for smaller volume fraction of martensite. SQUIDs and MBN methods have been able to successfully detect martensite in even 10% cold work specimen. However, the detection sensitivity of d-ferrite, eddy current, and hysteresis methods has been found to be relatively poor. While the lower detection limit for d-ferrite and hysteresis methods has been found to 30%, the limit for eddy current testing and X-ray diffraction method has been noted to be 20%. The SQUID and MBN outputs in rolling and transverse planes have been investigated and they have been found to be different, but confirming to the earlier observation [1, 11]. The SQUID and MBN outputs have been found to relatively high along transverse plane as compared to rolling plane. This difference in behaviour is attributed to the orientation relationship between the easy magnetisation direction, [100] of the martensite and the direction of the applied magnetic field.

The above studies clearly demonstrate the superior detection performance of SQUID and MBN methods over X-ray diffraction, d-ferrite, eddy current, and hysteresis methods for the characterisation of martensite. Further, on a comparative note, SQUID method has been noted to score over MBN method for two reasons viz. depth of interrogation and lift-off. Unlike MBN, SQUID has capability to detect very-weak magnetic fields emerging from a deep or buried source and to readily tolerate lift-offs of a few centimetres, thus offers a great potential for diverse applications.

CONCLUSION

SQUID and MBN methods have been developed for characterisation of martensite in cold worked AISI type 304 stainless steel specimens. SQUID and MBN outputs have monotonically increased with cold work i.e. volume fraction of martensite. Martensite in specimens cold worked to 10% has been unambiguously detected by these methods. This detection sensitivity has been demonstrated to be superior to other NDE methods such as X-ray diffraction, equivalent d-ferrite, hysterisis, and eddy current test methods. These studies clearly bring out the potential for using SQUID and MBN methods for early detection of fatigue damage by way of non-destructive characterisation of strain induced martensite.

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An Introduction to Acoustic Emission

Definition

Acoustic Emission (AE) refers to generation of transient elastic waves during rapid release of energy from localised sources within a material. The source of these emissions in metals is closely associated with the dislocation movement accompanying plastic deformation and with the initiation and extension of cracks in a structure under stress. Other sources of AE are: melting, phase transformation, thermal stresses, cool down cracking and stress build up, twinning, fiber breakage and fiber-matrix debonding in composites.

AE Technique

The AE technique (AET) is based on the detection and conversion of high frequency elastic waves emanating from the source to electrical signals. This is accomplished by directly coupling piezoelectric transducers on the surface of the structure under test and loading the structure. The output of the piezoelectric sensors (during stimulus) is amplified through a low-noise preamplifier, filtered to remove any extraneous noise and further processed by suitable electronics. AET can non-destructively predict early failure of structures. Further, a whole structure can be monitored from a few locations and while the structure is in operation. AET is widely used in industries for detection of faults or leakage in pressure vessels, tanks, and piping systems and also for on-line monitoring welding and corrosion. The difference between AET and other non-destructive testing (NDT) techniques is that AET detects activities inside materials, while other techniques attempt to examine the internal structures of materials by sending and receiving some form of energy.

Types of AE

Acoustic emissions are broadly classified into two major types namely, continuous type and burst type. The waveform of continuous type AE signal is similar to Gaussian random noise, but the amplitude varies with acoustic emission activity. In metals and alloys, this form of emission is considered to be associated with the motion of dislocations. Burst type emissions are short duration pulses and are associated with discrete release of high amplitude strain energy. In metals, the burst type emissions are generated by twinning, micro yielding, development of cracks.

Kaiser Effect

Plastic deformation is the primary source of AE in loaded metallic structures. An important feature affecting the AE during deformation of a material is ‘Kaiser Effect’, which states that additional AE occurs only when the stress level exceeds previous stress level. A similar effect for composites is termed as 'Falicity effect'.

AE Parameters


Various parameters used in AET include: AE burst, threshold, ring down count, cumulative counts, event duration, peak amplitude, rise time, energy and rms voltage etc. Typical AE system consists of signal detection, amplification & enhancement, data acquisition, processing and analysis units.

Sensors / Soure Location Identification

The most commonly used sensors are resonance type piezoelectric transducers with proper couplant. In some applications where sensors cannot be fixed directly, waveguides are used. Sensors are calibrated for frequency response and sensitivity before any application. The AE technique captures the parameters and correlates with the defect formation and failures. When more than one sensors is used, AE source can be located based by measuring the signal’s arrival time to each sensor. By comparing the signal’s arrival time at different sensors, the source location can be calculated through triangulation and other methods. AE sources are usually classified based on activity and intensity. A source is considered to be active if its event count continues to increase with stimulus. A source is considered to be critically active if the rate of change of its count or emission rate consistently increases with increasing stimulation.

AET Advantages


AE testing is a powerful aid to materials testing and the study of deformation, fatigue crack growth, fracture, oxidation and corrosion. It gives an immediate indication of the response and behaviour of a material under stress, intimately connected with strength, damage and failure. A major advantage of AE testing is that it does not require access to the whole examination area. In large structures / vessels permanent sensors can be mounted for periodic inspection for leak detection and structural integrity monitoring. Typical advantages of AE technique include: high sensitivity, early and rapid detection of defects, leaks, cracks etc., on-line monitoring, location of defective regions, minimisation of plant downtime for inspection, no need for scanning the whole structural surface and minor disturbance of insulation.

AET Limitations

On the negative side, AET requires stimulus. AE technique can only qualitatively estimate the damage and predict how long the components will last. So, other NDT methods are still needed for thorough examinations and for obtaining quantitative information. Plant environments are usually very noisy and the AE signals are usually very weak. This situation calls for incorporation of signal discrimination and noise reduction methods. In this regard, signal processing and frequency domain analysis are expected to improve the situation.

A few Typical Applications

• Detection and location of leak paths in end-shield of reactors (frequency analysis)
• Identification of leaking pressure tube in reactors
• Condition monitoring of 17 m Horton sphere during hydro testing (24 sensors)
• On-line monitoring of welding process and fuel end-cap welds
• Monitoring stress corrosion cracking, fatigue crack growth
• Studying plastic deformation behaviour and fracture of SS304, SS316, Inconel, PE-16 etc
• Monitoring of oxidation process and spalling behaviour of metals and alloys

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On-Site Metallurgical Analysis


On-site Metallurgy

As one of many services, FORCE Technology offers
metallurgical analysis of fully operational components
or of stationary or non-removable machine
parts, which we can analyse on-site, even without
having to cut samples.
On-site analysis of a material’s properties makes it
possible to target further analyses, repairs and countermeasures
in order to get the system back into
operation again faster and at lower costs.

Materials Properties
We look at properties such as:
• Microstructure
• Crack type
• Defect types in the material
• Hardness (for tensile strength estimation)
• Type of alloy (possibly using PMI techniques).

Metallurgical Testing
Using a relatively small number of tests, we can
check components on receipt to determine, whether
they meet the requirements and provide you with a
detailed description of the metal’s quality, its heat
treatment, actual final structure and strength level.
Materials defects that can be typed and classified
on-site as insignificant are often accepted, thus
avoiding expensive repairs and delays. On the other
hand, materials defects or structural changes that
are erroneously classified as harmless, but which are
actually critical, may have wide-ranging consequences
such as shorter component lifetime or system
failure.

In our experience, on-site metallurgical methods -
unlike traditional NDT methods - can predict many
structural failures long before they happen, failures
that can be avoided by making limited repairs or
changing operational procedures.

Inspection

Too little or no inspection of metal components is
often the cause for systems failing or extremely inconvenient
repairs having to be made. Any metallurgical
inspection has to be based on fundamental
knowledge of relevant failure mechanisms and correction
of conditions for failure if unforeseen damage
should occur. This involves identification of the defect
causing the damage — identification based either
on experience with the system or on detailed
examination of the damage.
The cause of damage can be determined by on-site
non-destructive test methods. Cracks, for example,
can be identified as fatigue cracking, creep, stress
corrosion cracking or hydrogen embrittlement, or as
pre-existing defects in the material. Information on
the type of damage will then be used to determine
changes to be made in operating conditions or materials
selection so that recurrence of such damage is
avoided.

High temperature operation or unintended exposure
to heat can result in gradual weakening in the metal
strength due to structural changes that can be revealed
and monitored by on-site microstructural
analysis and hardness testing. Data from these test
methods and from service logging can then be used
to determine remaining lifetime of the material. The
advantage is savings from planned repairs and replacement
rather than waiting for failure to occur.
This kind of testing is routine at many power and
chemical plants.
After a fire structural integrity is a key issue. On-site
metallurgical testing can reveal which components
are actually damaged and must be replaced, and
which components can be put back into operation
again without risk.

Replica Techniques

At FORCE Technology we have worked with replica
over the last 25 years. In our work we apply both
the replica technique using thin acetate foils as well
as the replica technique using a two-component
polymer silicone rubber.

- On smooth and prepared surfaces:

A material’s microstructure can be determined by
directly examining a polished and etched surface
using portable microscopes. In most cases, however,
even better results can be had by making a copy or
replication of a prepared surface for subsequent
laboratory analysis.
A replica of the surface is made by applying a softened
plastic foil to the surface. This foil moulds
itself to the metal surface when pressed. After its
removal from the metal, the plastic replica provides
an exact copy of the etched surface microstructure,
which can then be examined under our laboratory’s
high-quality and very high-resolution microscopes.

Such replicas can be stored for decades and subsequently
used in comparative analyses. The replica
technique can also be employed to determine types
and causes of cracking, or to reveal whether cracks
are propagating. An expensive repair of an insignificant
defect will often be avoided this way.
The replica technique is widely used on hightemperature
components in power stations and
chemical plants; it enables inspection of the most
critical parts of a plant during short shutdowns. The
technique can also reveal whether an austenitic
stainless steel has microstructural changes that
could induce lower corrosion resistance than required.

- On complex and rough surfaces:

FORCE Technology also offers replica inspection
using high-resolution silicone rubbers. This method
allows the replication of rough, uneven surfaces
even at elevated temperatures whether it be for
metallurgical examination or documenting surface
appearances. It opens the possibility of accessing
remote and difficult-to-access-locations in applications
such as boilers, engines, gearboxes, reaction
vessels, pipes, tubes, dies, internal cavities, boltholes
and a multitude of similar situations. Moreover,
silicone rubber replicas are also applicable in sub-sea
environments and in nuclear reactor installations.
After removal from test site the silicon rubber replicas
are used for metallographic microstructure assessment,
crack characterisation and for surface
finish and profile measurements of for instance machine
components.

Hardness Testing

Hardness testing provides indirect but vital information
as to the tensile strength or wear-resisting properties
of a material, information that would otherwise
have to be gained from testing large specimens,
cut out of the metal to be tested.
We have portable equipment for standardised tests
such as Vickers, Brinell and Rockwell C, as well as
more flexible equipment for Equotip and UCI testing.
Hardness measurements used to test high-strength
construction steel ensure optimum properties. If the
steel hardness in the heat affected zone is too high,
the steel may be vulnerable to hydrogen embrittlement,
which can lead to serious failures. Hardness
testing can also reveal insufficient heat treatment or
changes in strength properties, e.g. after a fire or
equipment overheating.
If the metals used in a structure or machine have
characteristics different than what is required, the
consequences are often shorter lifetimes, expensive
unscheduled shutdowns, or serious system failures.
On-site testing of these materials can reveal any
changes in properties or non-compliance with specifications
and thus help keep repair an maintenance
costs down.


Other services

Among other related testing services performed by
FORCE Technology are:
• Roughness measurements
• Stress measurements
• Coating thickness measurements
• Measurement of stainless steels’ ferrite content
• Chemical composition analysis.

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Magnetic Test Specific

AC yokes shall be capable of lifting:
1. 10 pounds with a 2 to 4 inch spacing.
2. 10 pounds with a 6 to 8 inch spacing.
3. 50 pounds with a 2 to 4 inch spacing.
4. 50 pounds with a 4 to 6 inch spacing.

DC yokes shall be capable of lifting:
1. 10 pounds with a 2 to 4 inch spacing.
2. 10 pounds with a 6 to 8 inch spacing.
3. 50 pounds with a 2 to 4 inch spacing.
4. 50 pounds with a 4 to 6 inch spacing.

T or F Technicians can wear photo chromatic lenses while performing a magnetic particle testing.

Who is responsible for the review of all written procedures or techniques?
1. A Level II or Level III.
2. A certified and qualified Level II or Level III.
3. A Level III
4. A certified and qualified Level III.

Procedures shall be submitted to the customer:
1. With the completion of the parts under inspection.
2. Prior to the testing of their parts.
3. Only upon request.
4. When a part has been rejected.

What type of magnetizing current can be used to perform testing to this procedure?
1. DC and AC only.
2. DC, AC and HWDC only.
3. DC, AC, HWDC, and FWDC only.
4. DC, AC, HWDC, FWDC and HWAC only.

When performing a magnetic particle test using fluorescent particles, the black light intensity should have a minimum intensity of:
1. 1000 uw/cm2 at the part surface.
2. 1,000 uw/cm2 at a maximum distance of 15 inches.
3. 1,000 uw/cm2 at a minimum distance of 15 inches.
4. 1,000 lux at the part surface.

If the results of any system performance test fail to meet the minimum requirements of this procedure:
1. A higher amperage setting may be used when the magnetic field is verified with a magnetic penetrameter.
2. The equipment can only be used if the magnetic field shows adequate field strength with a field indicator.
3. No part shall be processed until appropriate corrective action has been taken.
4. All results of the performance tests shall be recorded, filed and made available for review.

How often is a concentration test performed?

1. At the beginning of each shift.
2. Every 8 hours.
3. At the beginning of each shift and any time the magnetic particle machine has been turned off for longer than 15 minutes.
4. Only 1 and 2.

When a test is performed with a wet horizontal magnetic particle machine, the agitation of particles should be a minimum of:
1. 30 minutes.
2. 40 minutes.
3. 20 minutes.
4. 60 minutes.

A 100 ml centrifuge tube will have a fluorescent particle concentration of:
1. 1.2 to 2.4 ml
2. 0.2 to 0.4 ml
3. 0.1 to 0.4 ml
4. 1.0 to 2.0 ml

Why is the graduated portion of a centrifuge tube examined under a black light and white light?
1. This is performed in order to verify the particles still fluoresce.
2. Inspection for floating contaminants are easier to identify in the centrifuge tube.
3. Discoloration of particles can be identified and rejected if they do not fluoresce.
4. Inspection is performed for striations, banding or a difference in color.

If the L/D ratio is greater than 15:
1. The part should be inspected twice with a minimum of 10 percent overlap.
2. 15 should be used as the length when calculating the L/D ratio.
3. Ferromagnetic pole pieces of the same diameter shall be used to increase the L/D ratio.
4. A lower amperage can be used.

In all cases, fluorescent wet continuous magnetic particle testing shall be used for the testing of:
1. Class A components.
2. Petroleum hardware.
3. Aerospace components
4. Nuclear components.

In the residual testing method, when are the magnetic particles applied?
1. While the current is engaged.
2. Before the current is engaged.
3. Immediately after the current has been removed.
4. Immediately before the current has been removed.

When should the bath solution be changed?
1. When the contaminants exceed 30% or if the solution is noticeably fluorescent.
2. At intervals not to exceed three months.
3. At intervals not to exceed six months.
4. When the magnetic penetrameter no longer shows adequate indications.

When is corrective action needed during a water break test?
1. When an even coating in the test panel is present.
2. When the test panel shows signs of fluorescent particles under a black light.
3. Only when the solution shows signs of contamination.
4. When bare spots are present on the test panel.

Black light intensity from the face of the UV lens will be a minimum of:
1. 1200 uw/cm2
2. 1200 lux.
3. 1200 foot candles.
4. 1200 btu

T or F Magnetic particle machines shall be checked for internal shorting.

Prior to performing a fluorescent magnetic particle test, a technician should allow his or her eyes to adjust to a darkened area for a minimum of:
1. 5 minutes
2. 10 minutes
3. 1 minute
4. 2 minutes

When is pre-testing demagnetization required?
1. Always
2. Never
3. Only if prior operations have produced a residual magnetic field that may interfere with the testing.
4. Only of the part is placed in service next to magnetically sensitive gauges.

What type of cleaning methods are acceptable?
1. Detergents and solvents.
2. Vapor degreasing and wire brushing.
3. Blasting.
4. All of the above are acceptable.

All records of magnetic particle testing shall be kept on file for a minimum of:
1. 5 years
2. 7 years
3. 9 years
4. 11 years

How often is the ammeter accuracy calibrated?
1. Maximum of 3 months
2. Maximum of 6 months.
3. Maximum of 9 months.
4. Maximum of 1 year.

How often is the black light intensity checked?
1. Maximum of 1 day.
2. Maximum of 3 months.
3. Maximum of 8 hours.
4. Maximum of 2 days.

Small openings such as blind holes leading to the internal cores or passages shall be plugged or masked:
1. Unless otherwise specified by the customer.
2. Only when the customer requests plugging or masking.
3. Only when a dry magnetic particle test is performed.
4. Only when a wet magnetic particle test is performed.

To ensure detection of all discontinuities:
1. Parts should be inspected in at least two directions.
2. The highest possible amperage should be used.
3. Parts should be inspected with a black light.
4. Parts shall be magnetized in at least two opposite directions.

The magnetic field strength should be sufficient enough to:
1. Heat the part to curie temperature resulting in a high residual magnetic field.
2. Show all relevant discontinuities on a ketos ring.
3. Detect all indications, but not so strong that it may mask small indications.
4. Detect all indication on the field indicator.

Adequate field strength may be determined by:
1. Use of parts with known or artificial defects.
2. Use of a Hall-Effect probe gauss meter
3. Use of formulas provided in this procedure.
4. All of the above can be used.

Who is allowed to make accept/reject determinations?
1. The owner.
2. The level II technician
3. The level I technician
4. All of the above

When would a technician use this procedure?
1. When a magnetic particle machine is used for testing.
2. Whenever Mil-Std-1949 is referenced on the work instructions.
3. Whenever Mil-Std-1949 or ASTM-1444 is referenced on the work instructions
4. When no other procedure is available.

Calibration system requirements are performed according to:
1. ASTM E-1444
2. SNT-TC-1A
3. CP-1
4. Mil-Std-410

When magnetizing a component by passing the current directly through the part (head shot) the current shall be:
1. 300 to 800 amps per inch of part diameter
2. 300 to 800 amps per centimeter of part diameter.
3. 500 amps per inch of part diameter.
4. Determined with a Hall-Effect probe gauss meter.

For testing of inclusions in precipitation steels, higher currents may be used up to:
1. 500 to 1000 amps per inch of part diameter.
2. 1000 amps per inch of diameter.
3. 750 amps per inch diameter.
4. 1,200 amps per inch diameter.

The distance along the part’s circumference (ID) that can be effectively magnetized shall be taken as:
1. Two times the diameter of the conductor.
2. Three times the diameter of the conductor.
3. Four times the diameter of the conductor.
4. Five times the diameter of the conductor.

What level individual can make accept/reject determinations?
1. A Level I
2. A Level I under the direct supervision of a Level II or III.
3. A certified Level I.
4. A certified Level I under the direct supervision of a Level II or III.

What size are the smallest detectable defects that can be identified by this procedure?
1. It is not stated in the code.
2. 1/32 inch.
3. The smallest rejectable discontinuity specified in the acceptance criteria.
4. The smallest rejectable discontinuity specified in the rejection criteria.

The entire circumference of the part shall be tested by rotating the part. The required overlap field should be no greater than:
1. 10 percent
2. 15 percent.
3. 20 percent.
4. 5 percent.

For cable wrap or high-fill factor coils, the effective field extends:
1. 4 inches on either side of the coil center.
2. 7 inches on either side of the coil center.
3. 9 inches on either side of the coil center.
4. 11 inches on either side of the coil center.

The longitudinal formulas in this procedure only hold true if the L/D ratio is:
1. Less than 2 and greater than 15
2. Greater than 10 and less than 15
3. Greater than 2 and less than 15.
4. Greater than 2 and less than 20.

If the L/D ratio of 2 or greater cannot be achieved:
1. The part should not be tested with this procedure.
2. A shunt should be used to verify the magnetic field is adequate.
3. The part should be tested by the liquid penetrant method.
4. Ferromagnetic pole pieces of the same diameter shall be used to increase the L/D ratio.

The only time the residual testing method can be performed is when:
1. The customer specifically requests it.
2. This method can never be used.
3. The procedure requires a high amperage on a painted surface.
4. Fluorescent particles are used.

Demagnetization with an AC current and fixed coil should allow the part:
1. To be positioned in the center of the coil and moved to a point approximately 3 feet beyond the coil.
2. To be positioned as closely as possible to the side of the coil and moved to a point approximately 3 feet beyond the coil.
3. To be positioned in the center of the coil and moved to a point approximately 1 foot beyond the coil.
4. To be positioned as closely as possible to the side of the coil and moved to a point approximately 1 foot beyond the coil.

After demagnetization, the residual magnetic field shall not exceed:
1. 3 gauss anywhere on the part.
2. 2 gauss anywhere on the part.
3. 4 gauss anywhere on the part.
4. 5 gauss anywhere on the part.

Who has the responsibility to provide the accept/reject criteria for the part to be tested?
1. The contractor.
2. The testing laboratory.
3. The customer.
4. The procedure.

If the size or part configuration does not facilitate ink stamping:

1. Dying may be used.
2. Metal stamping may be used with the customers permission.
3. Red tagging acceptable parts may be used.
4. Etching may be used.

What are the minimum number of holes indicated when using wet suspension fluorescent particles with a central conductor and an amperage of 3,400?
1. 3
2. 4
3. 5
4. 6

All calibrated equipment shall have:
1. The calibration sticker placed on the calibration report form.
2. The calibration report on hand when testing is performed in the field.
3. A current calibration sticker affixed to it.
4. A calibration performed weekly.

Non-fluorescent magnetic particle testing will be performed with a visible light intensity of:
1. 100 lux
2. 1,000 foot candles
3. 10 foot candles
4. 1,000 lux

When performing a magnetic particle test using fluorescent particles, the background light intensity should be a maximum of:
1. 20 foot candles.
2. 100 lux.
3. 2 lux.
4. 2 foot candles.

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Electromagnetic Acoustic Transducers

EMATs are the devices that essentially consist of a stack of wires and magnets to excite and receive ultrasonic waves in an electrically conductive material, be it magnetic or non-magnetic. When a wire, placed near to the surface of an electrically conducting object, is driven by an A.C at a desired ultrasonic frequency, eddy currents will be induced in the object by electromagnetic induction. Their penetration in the object is given by the classical electromagnetic skin effect. In the presence of a static magnetic field (B0), these induced eddy currents (J) will experience Lorenz forces (f) given by

f = J X B0

Through a variety of interactions, these Lorentz forces are transmitted into the lattice and serve as a source of ultrasonic waves. EMATs are reciprocal devices i.e. they can be used as transmitters or as receivers of ultrasound. When an EMAT transmitter is placed near a electrically conducting material, not necessarily in contact with, ultrasonic waves are launched in the material through the reaction of induced eddy currents and static magnetic fields (Lorentz forces). This eliminates the problems associated with acoustic coupling to the metal part under examination as the electro-mechanical conversion takes place directly within the electromagnetic skin depth of the material surface. Thus, EMATs allow non-contact operation and enable inspection at elevated temperatures, on moving objects, in vacuum or oily or rough surfaces and also in remote and hazardous locations.

EMATs can launch a variety of ultrasonic wave modes with relatively well controlled polarization, intensity and angular distribution. Unlike piezoelectric transducers, it is possible to perform inspection at any angle of incidence with one stationary EMAT. This is achieved by varying the excitation frequency and/or the delay times between the array elements of a phased array transducer system. Typical EMAT probes, wave modes and their applications are as follows:

Practical Applications of EMATs

EMAT Type

Angle Beam Probes
SV – Waves

SH – Waves
Application for UT of pipes, Control of liquid level, ISI of Coarse Grained welds

Angle Beam Probes
Lamb modes
Application for UT of sheets and plates
Rayleigh waves

Application for
UT of the tread of railway wheels

Angle Beam Probes
SH modes
Application for Thickness measurement of high alloyed sheets

Normal Beam Probes
Linearly polarised shear waves

Radially polarised shear waves
Application for Stress and texture analysis, wall thickness measurement

Shear Horizontal (SH) Waves

It is possible to generate shear horizontal (SH) waves using EMATs while the same is very difficult with PZTs. SH wave mode has provided solution to many non-destructive inspection situations, primarily due to the following attractive features of SH waves over L or SV waves:

Reflection, refraction and diffraction without mode conversion

Complete corner reflection independent of angle of incidence

Propagation in thick-walled components (thickness >> wavelength) as a bulk wave even along the surface

Propagation in thin walled components (thickness <>

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Ultrasonic Non-destructive Testing

Ultrasonic Testing (UT) uses sound waves having frequencies usually in the mega hertzs range. Two basic methods in UT are pulse echo and through transmission. While the former method makes use of a single transducer, the later makes use of two. In the pulse echo method a transducer, made of piezoelectric material, transmits a pulse of mechanical energy into the material. The energy passes into the material, reflects from the back surface, and is detected by the same transducer, yielding a signal on an oscilloscope with a time base. The oscilloscope normally shows the original pulse of the ultrasonic transducer (front surface echo), the back reflection and any extra blip indicating a reflection from a defect in the material. From the oscilloscope timing, the depth of the defect below the surface can be determined. Alternatively, in the transmission method, two transducers are placed on opposite sides of the material and any reduced intensity sensed by the receiving transducer indicates defect shadowing part of the ultrasonic energy. The location of defect can not be obtained. Both pulse echo reflection and transmission methods are in use and their selection depends on the accessibility of the component.

UT can detect defects oriented both in the plane of and normal to the surface of components using normal beam or angle beam transducers. By suitable design of ultrasonic transducer, ultrasonic beams can be introduced into a material at almost any angle. There are several forms of ultrasonic waves, the most widely used in NDT being compressional (longitudinal) and transverse (shear) waves. In a specific application of tube testing for detecting defects normal to the wall, the beam is converted to a shear wave which is propagated around the circumference or along the axis. In order to detect defects efficiently by UT, it is necessary to make the wave length comparable to or smaller than the expected defect size. Hence, for detection and assessment of smaller defects, it is necessary to use high frequency. The UT data can be displayed in three modes viz. A-scan, B-scan and C-scan.

Ultrasonic NDT methods are also widely used for detection and characterisation of defects in plates, castings, forgings, welds, structures etc. A few important areas in ultrasonic testing are

SAFT
Phased-arrays
C-Scan Imaging
Spectral Analysis
TOFD
EMATs
Signal Processing
Tomography
AI / Expert / Knowldege Systems
Non-linear Ultrasonics
Laser-based Ultrasonics

Attenuation of ultrasonic energy can be used for quantitative evaluation of material properties. Empirical correlations have been obtained between ultrasonic attenuation and the impact strength, fracture toughness, grain size and tensile strength of steels. Similarly, ultrasonic velocity measurements can be used to estimate residual stresses in materials. This methodology uses shear waves polarised in two mutually perpendicular directions. These waves have slightly different velocities and so interfere, so that as the transducer is rotated, the interference vanishes when the polarising planes are parallel and perpendicular to the stress axis. Once this axis is known, the actual stress can be computed from the velocities. Stress measurements using ultrasonic technique are also dependent on the acousto elastic effect i.e. strain induced ultrasonic wave velocity variations in materials. By precise measurement of ultrasonic velocity, information about stress can be obtained. Using a new method, accuracy of transit time measurements of the order of 0.2 nano second has been achieved.This method has been effectively used for characterisation of microstuctures in a variety of steels.

Ultrasonic examination of austenitic stainless steel welds is complicated by beam skewing, distortion, and deflection due to anisotropy and coarse grained microstructure in the weld regions. One ultrasonic wave mode that is not prone to beam skewing and distorion is shear horizontal (SH) wave. SH waves can be generated only electromagnetic acoustic transducers (EMATs). Phase EMATs capable of generating angle beam SH waves in any angle of incidence are popularly used for NDE of stainless steel welds. Artificial neural network based method has been developed for quantitative characterisation and classification of defects in stainless steel welds.

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INTRODUCTION TO MAGNETIC PARTICLE AND FLUX LEAKAGE TESTING

Magnetic Particle Testing (MPT) is an NDT method used to detect surface and near surface flaws in ferromagnetic materials such as steel and iron. The technique uses the principle that magnetic lines of force (flux) are distorted by the presence of a flaw in a manner that will reveal it's presence. The flaw (for example, a crack) is located from the "flux leakage", following the application of fine iron particles, to the area under examination.

The iron particles can be applied dry or wet; suspended in a liquid and coloured. For the most sensitive applications, Fluorescent coated particles are used, and inspection is carried out under an Ultra Violet light. This enhances the detection even more. For near surface defects, the effectiveness quickly diminishes depending on the flaw depth and type. The image is more sharp if the flaw is closer to the surface. Surface irregularities and scratches can give misleading indications. Therefore, it is necessary to ensure careful preparation of the surface before MPT is undertaken. Defects which are perpendicular to the lines of force are detected efficiently.


Magnetisation Methods

For magnetisation of components, A.C, D.C. and HWDC are used. While AC methods are ideal for detection of shallow surface defects and DC or HWDC methods are preferred for detection of near-surface defects. Different methods of magnetisation are :
� Longitudinal magnetisation (coil wrapping over component, detects radial cracks)
� Circular magnetisation (passing current through component, detects longitudinal cracks)
� Yoke magnetisation (longitudinal magnetisation, adjustable legs, portable)
� Prods (Circular magnetisation, inspection of welds, burning/damage of surface)

A component is usually magnetised in more than one direction because detection of sensitivity of each method maximum along one direction. Indications of discontinuities are preserved by photography or video recording or by the use of peel off transparent adhesive films.

The Detectables

MPT can be used for detection of cracks, blowholes, laps, non-metallic inclusions, and segregation etc. Under optimal conditions, and with very good surfaces, detection of defects of about 0.5mm long can be achieved (depths from about 0.02mm). The sensitivity of MPT depends on the magnetisation method and on the electromagnetic properties of the material tested as well as on the size, shape and orientation of the defect.

Demagnetisation

Demagnetistion of the component is often specified after MPT to avoid electromagnetic interference, arc deflection, arc blow and other build up of particles. Demagnetisation is carried out by subjecting the component to continuously reversing and reducing magnetic field.

Required Care

In MPT, utmost attention is paid for reliable detection of defects due to the underlying fact - a defect detected is almost characterised to the maximum possible extent. In other words, scope does not exist in MPT to apply signal processing methods for enhanced detection and accurate characterisation of defects as practised in ultrasonic, eddy current and other NDT methods. In light of this, magnetisation methods, amperage, powders, carrier fluids, sprinkling methods, viewing conditions and recording methods etc. are carefully tailored such that an existing defect (within the detection limit of the test procedure) does not go undetected. For example, dry powder methods are employed if large discontinuities (>1 mm), especially the sub-surface ones are expected. Red coloured powders are preferred on dark surfaces and black coated powders on hot objects (up to 400� C). On the contrary, to detect small and shallow surface defects such as tight fatigue cracks, wet fluorescent methods with black light illumination are resorted to. The size of powder has to be small in both dry (upto 150 microns) and wet (upto 25 microns) methods to enable detection of smaller discontinuities by easy migration and build up of powder particles.

Typical Aplication

Wet fluorescent MPT method is routinely applied as part of in-service inspection programme of low-pressure (LP) side turbines for detection of fatigue cracks, corrosion damage in rotors and blades.

Caution

It is commonly thought that MPT is relatively a simple method and training is usually overlooked. The consequences of such an assumption are missing of harmful defects due to improper magnetisation/demagnetisation, inaccurate calibration of equipment, inadequate illumination, inaccurate particle concentration, and misinterpretation. It is all the more essential to use Gauss meters for measurement of magnetic fields, quality indicators (shims) for controlling the field strength and verifying field direction and more importantly, the Ketos ring for establishing the detection sensitivity.

MPT Limitations

One major limitation of MPT is that only ferromagnetic materials can be tested. Another limitation of MPT is the impossibility to characterise depth and orientation of defects. A large near-surface defect and a shallow surface defect may give identical indications causing uncertainty. To classify such indications into surface and near-surface, other NDT methods such as visual testing are necessary.


MAGNETIC FLUX LEAKAGE (MFL) TESTING

In contrast to MPT, localised magnetic leakage fields are detected in MFL testing using sensors such as inductive coils, Hall elements, magnetometers and magetodiodes. Use of sensors in MFL testing enables automatic testing and quantitative evaluation without human inspectors. The sensor output depends on the size and orientation of the defects as well as on the level of magnetisation and the inspection speed. MFL testing is widely used for inspection of oil storage tank floors and pipes (internal/external), steel wire ropes under water structures and highly irregular components.

Unlike in MPT, the magnetisation levels are usually low and high strength rare earth magnets are commonly used for magnetisation. Since magnetisation is local, demagnetisation is usually not required. The amount of leakage flux is dependant on depth, orientation, type and position (topside or bottom-side) of the defect, material permeability and magnetisation level.

In general, the MFL unit comprising of magnets and sensors is scanned at uniform speed and the sensor output is recorded continuously. MFL units can be portable, battery-powered, and compact. For inspection of long oil pipelines, which run a few hundreds of kilometres, pipe inspection gauges (PIGs) housing the MFL units are widely employed for detection and evaluation of corrosion damage. Recently one such PIG has been developed at BARC, India for the inspection of oil pipelines. PIGs consist of MFL unit, stand-alone battery supply, data analysis and processing computers and other supporting electronics for acquiring and transmitting data to a remote log station, where evaluation is carried out.

MFL method is applicable for inspection of tankfloors involving thickness upto 15 mm. Selection of sensor is important as it decides the success of MFL testing. Though Hall sensors are undeniably more sensitive than inductive coils for measurement of leakage fields, they are too sensitive to surface conditions and this results in an unreliable inspection and the generation of significant false calls. Hence, for example, for the inspection of tubes, the preferred sensor is the traditional humble coil due to stability and reliability.

Further Reading

Magnetic Particle Inspection: A practical guide, D.J. Lovejoy, Chapman & Hall, 1993.
Practical NDT testing, Baldev Raj, T. Jayakumar T and M.Thavasimuthu, Narosha, New Delhi, 1997

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Visual Techniques in NDT

Introduction

Visual techniques are widely used to ensure product reliability during manufacturing and to examine any gross discrepancies on the surface of operating components. These techniques involve illumination of object surface with light and examination of the reflected light using visual aids, usually at magnification (McIntire P and Moore P O, 1996). Visual examination can reveal gross surface defects, cleanliness, foreign objects, surface condition, mismatches and any other discrepancies (Baldev Raj et al 1997). Visual techniques are easy to apply and are considered to be the most effective and the least expensive NDT techniques.

Visual techniques are as old as the telescopic devices used for human organs without operative procedures. Phillip Bozzini was the first to develop cytoscopes way back in 1806 for the purpose of medical research. They were modified for examination of holes such as gun bores and hence, called borescopes. Since then, a variety of flexible and rigid borescopes and more powerful and efficient optical aids have been developed for quick examination of products during manufacturing and other real life situations. Pioneering work in this direction was carried out by John Lang, who developed closed circuit television based borescopes for inspecting inner surface of helicopter blades, jet engines, wings, turbine blades, etc (McIntire P and Moore P O 1996). Recent advances in microelectronics, computer technology and artificial intelligence have popularised the concepts such as machine vision for realising automated visual examination techniques and unmanned inspection stations. This article discusses the details of visual techniques for examination of surfaces. Typical instruments, testing methods, industrial applications and latest developments are also covered.

1. Instruments for Visual Testing

The human eye is an excellent sensor and with that, it is possible to easily perceive many material characteristics such as shapes, colours, gloss, shades, speeds, perspective etc. and discontinuities in them. The human eye is an important component for performing visual NDT. Visual examination carried out by an experienced inspector can reveal the general condition of the component. Usually, visual techniques are used for examining cleanliness, misalignments and other mismatches, foreign objects etc.

Optical aids are usually recommended for visual examination, essentially for magnification purpose and also for inspecting the inaccessible areas. For the examination of inside surfaces of tubes, bores and chambers, boroscopes, endoscopes, telescopes are used (Baldev Raj et al 1997). The length and diameter of the borescope can be varied depending on the dimensions of the object. Extension sections are available in 1, 2, 3 m lengths, permitting assembly of borescopes upto 10 m. Various designs of borescopes are used for different conditions. These include angulated, calibrated, panoramic, wide field, ultraviolet, waterproof, and gas cooled designs.

In recent times, with the availability of flexible fibre-optic borescopes, charge coupled device (CCD) cameras, and computer based image processing software, it is possible to examine corners, bent surfaces, and inaccessible surfaces. Using these instruments, it is possible to take sharp and clear images of parts and interior surfaces and make quantitative evaluations. Most of the flexiscopes possess a wide-angle objective lens that provides a 100? filed of view, and adjustable focus. Usually, for industrial use, they are more ruggedly constructed by wrapping the fibre optic systems with flexible steel lining. The diameter and length of the flexiscopes are usually adapted depending on the requirements. Selection of a visual instrument mainly depends on factors such as the object geometry and the access, expected defect size and resolution requirements.

The five basic elements in a visual test are the test object, the inspector, the optical instrument, illumination and recording. Each of these elements interacts with the others and affects the test results. The objective distance, object size, discontinuity size, reflectivity, entry port size, object thickness and direction of view are all critical aspects of the test object that affect the visual test. Reflectivity is another factor affecting illumination. Dark surfaces such as those coated with carbon deposits require higher levels of illumination than light surfaces do.

In many situations, in order to aid vision, magnification with power ranging from 1.5X to 2000X is employed. Depending on the working distance and the field of view various lower, medium and high power magnification systems (microscopes) are used. With high power systems, it would be possible to achieve resolution of a few microns. The defect size usually determines the magnification and resolution required for visual testing. For example, greater resolution is required to detect hairline cracks in welds than to detect an undercut.

2. Surface Examination Using Visual Techniques

Visual techniques are probably the simplest, quick, and widely used NDT techniques for the examination of material surfaces (McIntire P and Moore P O 1996). They are also used to verify the presence or absence of cracks, corrosion and other forms of in-service material degradation. Typical industrial applications of visual techniques are given in Table 1. In many situations, quantitative evaluation as regards to type, location and orientation are also possible. The unique advantage of many visual techniques is their ability to yield quantitative information more readily than any other NDT tests.

Visual testing is performed in accordance with applicable codes, standards, specifications and procedures. For example, visual testing of a nuclear reactor vessel and its internal components is performed according to the rules of the plant’s in-service test program and special requirements of regulatory agencies, e.g. American nuclear regulatory commission. Majority of the tests meet the requirements of the ASME Boiler and Pressure Vessel code, which forms a part of the in-service inspection program. For example, Section XI recommends visual testing for the examination of condition of a part, component or surface, for identification of leaks and for the examination of mechanical and structural conditions. The code also gives detailed test procedures. Qualified personnel are required to carry out the visual tests.

In most situations, it is specified that the test surface should be free of slag, dirt, grease, weld spatter or other contaminants. Before visual testing, personnel are usually given basic near vision acuity and colour recognition screening tests. Near vision measurements are recorded for each eye and for both eyes. Similarly, the angle of view is very important during visual testing, especially when quantitative information is to be obtained. It is essential that the inspectors attempt to observe the object surface at the center axis of the eye. The angle of view should not be more than 45? from the normal. Similarly, the period of time during which a human inspector is permitted to work is usually limited to about 2 hours on continuous basis to avoid errors concerning visual reliability and discrimination. There are several integrated visual testing variables beyond equating near vision acuity to performance including lighting, knowledge of crack pattern recognition, orientation of test object, psychological factors and test instructions.

The data produced from almost all types of NDT tests are usually recorded and interpreted visually. For this reason, almost any NDT test could be considered a visual test, particularly at the detection or interpretation stages. With magnetic particle, liquid penetrant, radiography, and some leak tests, the link is easily evident. The same is the case with the in-situ metallography and other microscopy methods. Visibility criteria are specified for magnetic particle tests and liquid penetrant tests, especially when fluorescent systems that use black light are used for achieving enhanced detection sensitivities.

3. Latest Developments

The basic design of the borescopes, which has been in use for many decades, has been modified accommodating the state-of-the-art advances in video, illumination, robotic, optical and computer technologies. Developments in image processing, artificial intelligence, video technology and other related fields have significantly improved the capability of visual techniques (Forsyth et al. 1998). Figure 2 shows typical application of visual technique to examination of wheels for detection of very fine cracks originate due to residual stresses. Liquid penetrant tests could not detect secondary cracks. Visual technique using video-microscope with imaging processing capability has clearly revealed a secondary crack as depicted in Fig. 2.

Present day demand for higher performance and faster production exceed the abilities of visual tests by humans. Consequently, visual tests made by human eye are being replaced by automated visual testing using optical instruments and unstaffed inspection stations. Such aspects are usually referred to as machine vision. In essence, the machine vision acquires processes and analyses images to reach conclusion automatically. A typical machine vision system consists of a light source, a video camera, digitiser, a computer and an image display. Usually, the test object is illuminated and the image is captured using a video camera for processing by computer. The computer first enhances the contrast of the image with a procedure called image enhancement (Gonzalez R G and Wintz P, 1987) and later, the image is segmented for feature extraction and finally for classification using the power of artificial intelligence. Fourier analysis, multivariant analysis and statistics are increasingly being applied to evaluate invariant parameters from the image data for their use in automated object recognition and machine vision (Dougherty E R, Giardina C R 1988). Further, laser based scanning systems are being developed for on-line measurement and evaluation of volume and average size of wood chips or iron ore pellets and the detection of cracks in asphalt or wood planks. Other recent developments include D-sight, edge of light (Forsyth et al. 1998) techniques. While later is yet in developmental stages, the former method has already found its way to practical use.

Concluding Remarks

Visual techniques are the simple, quick, and widely used NDT techniques to examine the material surfaces for qualitative as well as quantitative assessment of gross discrepancies. Surface examination using visual techniques encompassing not only optical considerations and image processing but also the peripheral technologies such as electronics, computers, process control management (refer Fig.1). Driven by the demand for higher performance and faster industrial production, advancing trends in automated visual testing are expected to continue into the future.

Bibliography

McIntire P and Moore P O, 1996, Visual and optical testing, Vol 8, ASNT

Baldev Raj, Jayakumar T and M.Thavasimuthu, 1997, Practical NDT testing, Narosha, New Delhi

Forsyth DS, Komorowski J P, Gould R W and Marincak A, 1998, Automation of enhanced visual NDT techniques, Proc. 1st Pan-American Conf. for NDT, Toronto, Canada, pp 107-117

Gonzalez R G and Wintz P, 1987, Digital image processing, Addison-Wesley Publishing Co.

Dougherty E R, Giardina C R, 1988, Mathematical methods for artificial intelligence and autonomous systems, Prentice Hall Inc.

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Introduction to Non-Destructive Testing (NDT)

History of Non-Destructive Testing

The art and science of Non-destructive Testing (NDT) are very old. Probably one of the most famous and well known examples is that of Archemedes and Hiero’s Crown. In performing a test to determine if the king had been defrauded by the silversmiths, Archemedes discovered the principle that now bears his name. The art of NDT is used in many fields of endeavour without even being considered in the realm of NDT. To give an example, the fruit vendor who can tell if a watermelon is ripe by ‘thumping’ or if a cantaloupe is ripe by shaking and listening for the ‘rattle’ of the seeds is using NDT. Since, 1920, the art of NDT has developed from a laboratory curiosity to an indispensable tool of production (1). However, the real revolution in NDT took place during World War II. The progress in materials engineering in identifying new and improved materials subsequent to a number of catastrophic failures in World War II like the brittle fracture of Liberty ships, necessitated the requirement to test and improve material properties. This requirement resulted in a wider application of the then existing NDT methods and techniques and also paved the way for development of new methods and techniques. Though in the beginning, NDT was used primarily for process control and secondarily for quality control, subsequently, the use of NDT was recognised by management as a means of meeting consumer demands for better products, reduced cost and increased production. NDT tests were used world-wide to detect variations in structure, minute changes in surface finish, the presence of cracks or other physical discontinuities, to measure thickness of materials and coatings and to determine other characteristics of industrial products. NDT became a vital ingredient of modern engineering practice to achieve the required standards of quality in manufacturing and fetched reputations and profits to many industries. This traditional role changed steadily and NDT was relegated to the role of an inspection tool, popularly known as Non-destructive Inspection (NDI) and Non-destructive Evaluation (NDE), catering to the safety needs of components in aircraft, nuclear rectors, offshore installations, petrochemical plants, gas turbines, bridges etc. It is not uncommon to find the use of ultrasonics to detect submarines, schools of fish, and as navigational aids; eddy currents for baggage control at air ports as well as metal detectors and infrared techniques for detecting heat losses from buildings, hot spots in electrical equipments, defects/stresses in metals. NDT has become a vital ingredient of modern engineering practice contributing significantly to overall safety, reliability and confidence at economic cost (2).

Role, Benefits and Components of NDT

NDT is a branch of the materials sciences that is concerned with all aspects of the uniformity, quality and serviceability of materials and structures. Essentially, NDT refers to all the test methods which permit testing or inspection of material without impairing its future usefulness. The science of NDT incorporates all the technology for detection and measurement of significant properties (3). In other words, from an industrial viewpoint, the purpose of NDT is to determine whether a material or a component will satisfactorily perform its intended function. By use of NDT methods and techniques, it is possible to decrease the factor of ignorance about material without decreasing the factor of safety in the finished product (4). In general, the purpose of NDT will fall into one of the following categories:
1. Determination of material properties
2. Detection, characterisation, location and sizing of discontinuities/defects
3. Determining quality of manufacture or fabrication of a component/structure
4. Checking for deterioration after a period of service for a component/structure

The benefits derived from NDT to the industry are many (5). The contribution which NDT tests can make to the industry can de divided into four categories:
1. increased productivity
2. increased serviceability
3. safety
4. identification of materials.

By detecting faulty material and thus preventing loss of material, manpower and shop time non-destructive tests will increase productivity, and hence the economic gains. NDT techniques can be used to as an aid in new process and manufacturing techniques. Preventive maintenance tells if parts are still satisfactory for use, it pays off in dependable predictable production, fewer repairs, less accidents and lower over-all operating costs. Increased serviceability of equipment and materials will result through the application of NDT methods and techniques by finding and locating defects which may cause malfunctioning or breakdown of equipment (6). In the field of safety proper use of NDT will aid in the prevention of accidents, with their possible loss of life, property, and vital equipment. The identification of materials differing in metallurgical, physical or chemical properties can often be done by using NDT methods.

A variety of NDT techniques have been developed to detect and characterise the above types of defects. All the NDT techniques are based on physical principles. Nearly every form of energy has been utilised in NDT. Likewise nearly every property of the materials to be inspected has been made the basis for some method or technique of NDT. Nearly all methods of NDT involve subjecting the material being examined to some form of external energy source and analysing the detected response signals. The essential parts of any NDT test are
1) application of a testing or inspection medium
2) modification of the testing or inspection medium by defects or variations in the structure or properties of the material
3) detection of this change by suitable detector
4) conversion of this change into a suitable detector
5) interpretation of the information obtained.

For example, in the case of X-ray film radiography, 1) the X-rays are the testing or inspecting medium, 2) any defects in the material being radiographer will modify the intensity of the radiation reaching the film on the opposite side of the specimen, 3) certain silver bromide emulsions are sensitive to X-rays and can be used as a detector, 4) the emulsions are capable of recording variations in X-ray intensity and by the proper developing procedures can be made to give a permanent record, and 5) interpretation is then a process of explaining variations in density of the radiograph. In most of the instances, NDT results are indirect measurements. Hence, it is essential that the interpretation be made by an experienced or skilled person. The person interpreting the results sometimes determines the success or failure of a test method or technique.

Popular NDT Techniques

Ultrasonic Testing,
Radiography(X, Gamma, Neutron)
Eddy Current testing,
Potential Drop
Liquid Penetrant Testing,
Magnetic (particle, flux leakage, Barkhausen)
Acoustic Emission Testing,
Infrared Thermography
Visual Testing (Optical)
Leak Testing

Defects: Definition, Types and Origin

Often, in NDT and Quality control anomaly, discontinuity, defect, flaw, imperfection, non-conformance are the terms used when the material/component tested deviates from requirement/ideality. Though all of them look similar, there exists a vast difference in their meaning and interpretation.

The term ‘flaw’ means a detectable lack of continuity or a detectable imperfection in a physical or dimensional attribute of a part. The term ‘nonconforming’ means only that a part is deficient in one or more specified characteristics. In many instances, a non-conforming part is entirely capable of performing its intended function, even in its non-conforming form. In other instances, a non-conforming part can be reworked to make it conform to specifications. Hence, it should not be automatically assumed that a non-conforming part is unfit for use.

The types of defects that NDT is called upon to find, can be classified into three major groups:
1. Inherent defects - introduced during the initial production of the base or raw material.
2. Processing defects - introduced during processing of the material or part.
3. Service defects - introduced during the operating cycle of the material or part.

Some kind of defects or structural variations which may exist in these three groups are, cracks, surface and subsurface, arising from a large number of cases; porosity; tears; machining, rolling and plating defects; laminations; lack of bond; inclusions; segregation; lack of penetration in welds; pipe; fatigue defects; seams; blow holes, dross shrinkage etc.

The origin of defects in a material can take place during manufacturing stage, or during assembly, installation, commissioning or during in-service (7). We can broadly categorise these steps into two viz. pre-service and in-service. In the pre-service scenario, the defects may be present in the raw material stage or may be introduced during machining, fabrication, heat treatment, assembling. The pre-service quality can be achieved essentially by good engineering practice i.e. by way of selecting suitable quality raw materials and by ensuring that harmful defects are not produced during the subsequent stages of fabrication and assembly, prior to putting the part/component into service.

However, even with the highest quality of materials and workmanship, the occurrence of some form of imperfections during manufacture is inevitable and there will be a typical distribution of imperfection sizes associated with a particular manufacturing process and quality. The ideal situation is where the inherent distribution of initial imperfection sizes is well separated from the distribution of critical defect sizes which may cause failure. Hence, the role of NDT is not only to detect the defects but also to give information about the distribution.

There are little benefits derived out of repairing the parts/components with defects for their delivery to the customer. Here, the industry should aim at produce parts / components without defects. In the subsequent section, it is shown how to achieve this objective.

On the other hand, in the in-service scenario, defects will be generated due to deterioration of the component/structure as a result of one or combination of the operating conditions like elevated temperature, pressure, stress, hostile chemical environment and irradiation leading to creep, fatigue, stress corrosion, embattlement, residual stresses, microstructural degradation etc. which, in turn, result in deterioration of mechanical properties, crack initiation and propagation, leaks in pressurised components and catastrophic failures (8).

NDT techniques are increasingly applied to components/systems for the detection and characterisation of defects, stresses and microstructural degradation to ensure the continued safety and performance reliability of components in industry. NDT techniques improve the performance reliability of components through periodic in-service inspections, by way of preventing premature and catastrophic failures. (9,10)

NDT also provide valuable inputs to plant specification and design i.e. to determine which components are the most likely to fail and then to ensure that those have easy maintenance access for repair or replacement. In in-service scenario, it is rather difficult to stop the formation of defects and the growth of defects already formed.

Role of Fracture Mechanics

From the above sections, it is clear that, in spite of utmost care by ensuring pre-service quality, optimum operating conditions and in-service inspection programme, the degradation of components/structures does take place and is unavoidable just as the ageing of human beings. Sooner or later the inspection of any large engineering structure is likely to result in the identification of a possible defect. It is essential to know whether the detected defect is likely to impair the life or performance of the structure. A common approach is to estimate the fatigue life of the structure in the presence of the defect. This is the number of fatigue cycles the structure can withstand before the defect grows to a critical size and rapid fracture ensues (Paris Law). Further, the application of fracture mechanics helps identifying whether the defect is harmful or not (11).

Fracture mechanics is the applied mechanics of crack growth. It helps to quantify the rather elusive concept of a material's toughness which is the resistance to crack growth under a static load. This is measured in terms of a critical value of the stress intensity factor, a material property.

According to fracture mechanics, defects present in materials lead to failure by growing to a critical, self propagating size. The fracture mechanics concepts allow one to calculate the critical sizes of defects as a function of their depth, length, active stress system and stress intensity and such properties of the material as its elastic modules, yield strength and fracture toughness. Therefore, by knowing the dimensions of defects present in a component, it is possible to estimate both remaining life of the component and extent of degradation using the fracture mechanics concepts.

In particular, the size of the defect, its nature, its location, the stress to which it is subjected to and the local properties of the material in which it is embedded will play a major role in determining its rate of growth. It is common to place a limit on the acceptable height or depth of the defects to be accepted in a structure. It is the task of the NDT operator to determine the size of the defect that is used in future behaviour.

NDT Technique Vs. Fracture Mechanics

The use of fracture mechanics concepts places a premium on the ability of NDI to detect small cracks and on the need to determine the practical reliability of a particular inspection process when that process is used to detect defects of a specific type and size. If the design is such that the critical crack size based on design loads is greater than the smallest defect that can be reliably detected, the inspection process can be used. The difference between the critical size and the smallest detectable size is the factor of safety.

Any measurement technique will result in experimental errors. Since this error affects the fracture mechanics calculations, there have been concerted efforts in NDT to reduce the errors in defect sizing. For example, with conventional ultrasonic techniques, the error may well exceed 5 mm. Clearly there is some considerable benefit if precision is improved and with the Time-of-flight-diffraction (TOFD) technique, the error is unlikely to exceed 1.5 mm so the classification of defects can be more exact. Despite a small echo from the defect tip, an effective reduction in the size of the minimum detectable defect may be provided by the use of TOFD (12).

It is certain that the greater majority of the defects considered potentially dangerous will, if monitored, turn out to grow less rapidly than assumed and many will not grow to failure in the design life of the structure. Monitoring might then result in savings in repair and shut-down times without impairing the essential safety of structures.

Selection of NDT Technique

One of the primary considerations when selecting an NDT technique, whether it is capable of detecting the existing discontinuities with sufficiently high probability. This establishes the threshold rejection criterion, or the decision point of whether the component is fit for service. Sophisticated techniques are required for finding tight surface cracks and internal discontinuities. Further, not all NDT techniques are physically capable of detecting all discontinuities. Each on has its own limitations. The capability of a method depends on the inherent limitations of the method, technique or procedure used. For example, ultrasonic beam inspection can not reliably detect discontinuities very near to the surface due to the erratic effects of the probe’s near field and ring down. Conversely, eddy current techniques could not be expected to reliably detect discontinuities more than a few millimetres below the inspection surface. On the other hand, magnetic techniques can detect both surface-breaking discontinuities and volumetric discontinuities provided they are of sufficient size. So, care is required while selecting a technique for a definite inspection task. Though in many instances single NDT technique is sufficient to solve an inspection problem, more than one technique are also employed. No doubt, they provide additional information and are expected to enhance inspection reliability (13).

It needs to distinguish between effectiveness and efficiency of inspection. An effective inspection is one which finds all the required defects with the required probability of success. On the other hand, an efficient inspection is one which is not only effective for defects concern but also avoids the unnecessary rejection of minor imperfections. It can be therefore be deduced that inspection reliability includes both effectiveness and efficiency.

The choice of inspection equipment is a function of several important considerations. The equipment must have sufficient capability yet be simple to calibrate, maintain and operate, it must withstand the field conditions of the inspection, it should allow ease of signal interpretation and recording, it should be portable (14).

Indications obtained during NDI need to be interpreted and evaluated. Any indication that is found is called a discontinuity. As discussed earlier, discontinuities are not necessarily defects, but need to be identified and evaluated to decide whether the part is at or below specifications. The following definitions would help in categorising the NDI data:

False: Indication not due to the testing procedure. It may be due to improper processing, incorrect procedure, also known as a ‘ghost’, an artefact, ‘spurious’ or ‘electrical interference’.

Nonrelevant: An indication which has no relation to a discontinuity that is considered a defect in the part being tested; a defect within acceptable tolerance levels.
Discontinuity: An interruption, intentional or unintentional in the configuration of the part.
Indication: Observation of a discontinuity that requires interpretation, for example, cracks, inclusions, gas pockets.
Interpretation: Determination whether an indication is relevant, Nonrelevant or false.
Evaluation: Assessment of a relevant indication to determine whether specifications of the serviceability of the part are met.
Defect, flaw: One or several discontinuities that do not meet specifications.

Role of NDT during Manufacture

NDT has become an essential element in the vital quality control of manufactured goods. Without effective means of NDT, it would probably be impossible to build many of the major high integrity structures that are successfully tackled today. There is no doubt that quality is now a far better understood and a much more respected term than it was 20 years ago.

Control is a basic concept in manufacturing industry. Metallurgists, inspectors, operators and production personnel know the problems of keeping any manufacturing process under control. The material being manufactured or fabricated must be controlled. when any element of a manufacturing operation gets out of control, quality drops and waste may be produced. Any NDT method applied in one way or other to control processes, makes profit for the manufacturer. A non-destructive test can reduce manufacturing costs when it locates undesirable characteristics of a material or component at an early stage, thus saving the money that would be spent in further processing or assembly. An example of testing of forging blanks before the forging operation, illustrates this principle. The presence of seams, large inclusions or cracks in the blanks may result in a woefully defective product. Using such a blank would waste all the labour and forge hammer time, involved working the defective material into the product. The profits gained by performing NDT on these blanks, prior and during working are unimaginable. In some instances, non-destructive tests may produce desirable information at lower cost than some other destructive or non-destructive tests, thus reduce manufacturing costs (15).

In general, quality of manufactured goods is accomplished by measuring dimensions, materials properties or other characteristics of a part, comparison of the measurements with predetermined standards and modifying the manufacturing process to control accordingly to control these characteristics. This is possible either by destructive or non-destructive methods. Often, direct measurements can be accomplished only by destroying the parts. The commercial impact of this is twofold- costs were incurred to make the product, yet no profit can be made from the product. However, the same information is obtained without destroying the part, even if only as an indirect measurement, then the part can be sold for a profit after it has been tested. The commercial incentive to test indirectly i.e. non-destructively is large when small quantities and large profit margins are involved, and is crucial with one-of-a-kind products.

In most cases, the objectives of NDT techniques during manufacture fall into one of three categories as follows:
1. measurement of physical/mechanical properties of materials or manufactured geometry
2. information on flaws/discontinuities in the materials
3. information about the condition of material which may have deteriorated or changed with time.

Level of quality to be achieved by using NDT techniques is very important in a manufacturing process. In a competitive marketplace, the quality of a product directly affects its success and may carry additional far-reaching consequences. Quality below the optimum can ruin sales and reputation (4). On the other hand, quality above the optimum can swallow up profits through excessive production and scrap losses. Hence, the true function of testing is to control and maintain the quality level that management decides for the particular product and circumstances.

A successful product is one which does the intended task reliably and at minimum cost. Design and associated NDT must consider not only the user's needs, but also the ease and associated cost of manufacture and cost of maintenance and repair.

It goes without saying that Well designed and thoroughly inspected products, in theory, start life in a sound and utterly reliable condition. Further, indeed, with very well inspected components, it may be argued that the pre-service inspection eliminates the need for inspection in-service (15).

Considering this aspect, NDT has now become an essential part of quality assurance of many areas of manufacturing industry. Also, use of NDI has become necessary as a means of meeting certain legal and contractual requirements affecting the production and sale of a wide variety of manufactured products.

Modern non-destructive tests are used by the manufacturers for various reasons including:

1) To ensure product reliability
2) To prevent accidents and save human life
3) To make profit for the user
To ensure customer satisfaction and to maintain the manufacturer’s reputation
To aid in better product design
To control manufacturing processes
To lower manufacturing costs
To maintain uniform quality level

Successful application of NDT methods to the inspection of manufactured goods requires that a) the test system and procedure be suited to both inspection objectives and types of flaws to be detected, b) the operator have sufficient training and experience, and c) the standard for acceptance appropriately define undesirable characteristics of a nonconforming part. If any of these pre-requisites are not met, there is a potential for error meeting quality objectives. It is necessary that the types of flaws that can be induced by each manufacturing operation be understood. Only then is it practical to define the NDI that should be used.

In the routine NDI of parts, there are four possible results:

1) A flaw is indicated where there is a flaw
2) No flaw is indicated where there is a flaw
3) A flaw is indicated where there is no flaw and
4) No flaw is indicated when there is no flaw

The first result is the successful detection of a flawed part, and leads to correct rejection. The second result is known as a miss, leads to the acceptance of a nonconforming part(type-I error). the third result is known as a false indication or false detection and leads to the rejection of a flaw-free-part (type-II error) . The fourth result is the successful detection of a flaw-free part, and leads to correct acceptance. The frequency of type-I errors (acceptance of flawed parts) can be reduced by lowering the specified value for maximum acceptable response. Unfortunately, this often increases the frequency of type-II inspection errors (rejection of sound parts). A reasonable balance between type-I and type-II inspection errors must be achieved for most practical inspection procedures.

Advances in NDT

In many types of NDT, the sensitivity of the technique depends upon the ability to distinguish the significant part of the signal from the general background due to electronic noise, or inherent background signal from the material being examined.. With the power and speed of modern computers, signal processing methods and modelling numerical methods, remarkable developments took place in research on NDT techniques Significant improvements have been made both in the NDT equipment and in the specific techniques used (16). Thus, defects that may not have been revealed by NDT performed five, ten or 40 years may be detected by more sophisticated NDT equipment or techniques currently available.

The results of reliability studies indicate that the probability of detecting a defect with ultrasonics increases with the degree of sophistication of the system. (manual ultrasonics, without sophistication, can be expected to reject an equal or greater percentage of the discontinuities present than will radiography). Manual ultrasonic systems relaying on 20dB or 6dB drop are known to be inaccurate. The incorporation of computer assisted processing into ultrasonic systems has allowed the easy implementation of potentially better methods for defect detection and sizing such as SAFT, ALOK, TOFD etc. (17)

Similarly, use of multiple NDT sensors, NDT techniques and computer assisted processing in modern NDI systems have reduced costs by increasing both the speed and reliability of inspection

Human Component

NDT inspections are performed over extended periods of time. In addition to keeping track of areas inspected and to be inspected, the operator must remain alert to possible signs of a discontinuity. As a consequence, inspection reliability depends significantly on the operator.

The three main components of human performance are the person, the activity and the environment. One can expect ideal performance when the person is highly skilled and motivated, the activity is familiar and satisfying and the environmental conditions are favourable. These three requirements are not likely to be satisfied simultaneously (18).

Manual scanning requires skill and probe movement control. In addition to scanning, the human operator must exhibit vigilance in observing the flaw detector screen for over long, unbroken, periods of time to detect small changes in the information. Maximum human performance can not be expected to persist over time. As a consequence, inspection reliability depends on the performance and judgement of the operator carrying out that inspection.

One question that arises is that why not just remove the human from the inspection routine ? In many instances this is possible, especially in manufacturing processes. An interesting example is quality assurance of hardened components. One industrially important heat treatment is case hardening of steel, which is carried out to improve surface properties. For consistent quality it is important to ensure a constant case depth. This is in general is measured by conventional optical microscopy which slows down the production process and does not ensure consistency of the case depth quality. The main effect of the treatment is to produce a hard, highly strained martensitic layer which, unlike the ferrite/pearlite, is unable to support the 90° domain wall motion that generates MAE. Hence, MAE measurements can be used to measure the case depth on-line. In many instances, the case depth deduced from the MAE measurements was in good agreement with the case depth deduced by optical microscopy.

Primarily in a manufacturing/quality control/quality assurance setting, when inspections can be automated, a great deal of consistency gained over human operators, provided engineering factors are given the appropriate emphasis. However, automated inspection, by definition, require each and every component to be identical. When each component is different from the other, the automated inspection becomes impractical (19).

The first step in the development of an inspection procedure is to anticipate the types of discontinuities that may be present and determine whether they may ultimately interfere with the service requirements of the test piece. Discontinuities may arise from (raw) material selection, manufacturing process, handling, geometric configurations, service loads and environmental conditions (20). They may be localised or they may span a larger volume of the test piece.

During manufacturing stages, NDT can be used to detect defects at various stages during production, by means of off-line measurements, for example, before and after each set of welds, on the parent plate before welding, on the billets before rolling or forging or on the steel slabs after casting etc. While there are clear benefits in this approach, it has the drawback that off-line measurements interrupt the process stream and reduce the productivity (21). A better way would be monitor for incipient defect formation on-line. On-line monitoring and control of the welding process has the potential to improve weld quality and increase productivity in the automated welding. Weld monitoring and control can be achieved by the integration of real time non-destructive evaluation techniques with the welding process. In-production weld inspection can improve weld quality and may provide a significant cost reduction. The welding parameters can usually be adjusted to prevent defects from forming. Furthermore, if welding defects do occur the flaws can be found and repaired before they are covered by subsequent welding passes, leading to a decrease in the level of post-weld inspection and repair. Good quality welds rely on the correct weld pool size, geometry and position relative to the weld preparation. NDE sensors provide information on the state of the weld pool. This information, together with critical welding parameters such as current, voltage, torch position and travel speed, is used to adjust the welding process to maintain desired stable process with little operator intervention.

The major advantages of the in-process method are cost and speed. Conventional NDT is relatively slow, because of the need to position the sensor on the spot and make measurements for each spot weld. As a result, 100% testing may be more time consuming than manufacturing. For example, for components with large numbers of spot welds, in-process techniques provide a measure of weld quality in fractions of a second and can be automated.

For on-line material monitoring, when the parameters affecting the NDT are limited and identified, it is possible to establish a viable empirical approach, provided experimental relationships can be established between readily measured NDT parameters and the desired materials properties. The final step is process control, preferable by means of a closed feed-back loop in real-time. Provided a reliable relationship is found between measured NDT parameter and process variables, the technique can be used to improve the product quality and process efficiency (22).

The on-line approach offers the earliest possible warning of problems so that a remedial action can be taken in the most cost effective manner, with hopefully minimum scrap. It will be also possible to use the information about the presence of defects to adjust the process parameters or the feed-stock, in order to minimise or even prevent further defect formation either open-loop or closed loop control. It has been demonstrated that NDT techniques such as ultrasonics and magnetics are sensitive not only to defects but also to certain material properties such as such as homogeneity, grain size, texture, elastic modules, plasticity, hardness, stress and temperature. For example, If there exists 1:1 relationships between measured parameters such as ultrasonic velocity and material properties and in turn, between material properties and mechanical properties such as strength, fracture toughness, then the application would be straight forward. A reliable on-line inspection methodology can be accomplished with a sensing heat suitable for application to the production line without adversely affecting product quality or productivity. Ideally, the NDT sensing head should be non-contact, robust and capable of processing the data sufficiently rapidly to guide the remedial action. This is especially important if the goal is closed-loop control, when a high degree of automation is desired.

Fortunately, a wide range of NDT technologies developed for more traditional post-manufacture NDT, can be used, in principle, during the manufacturing process and also in-service

It is likely that when an automated process indicates an anomaly, human inspectors will be sent for manual verification before rejecting the component. At this moment it is essential to note that the human inspector has two key qualities than an automated system does not: The ability to adopt to the requirements of the individual items being inspected, and the ability to judge whether an indication is in fact a discontinuity or not.

UT Vs Automation

Ultrasonic waves have great potential for use in-process NDT (23). First UT velocity and attenuation give important information on material property changes during processing. Secondly, they give indirect information about temperature, pressure, flow etc. Thirdly, ultrasonic waves can be used on-line for inspection of part quality. Measurement of process parameters and materials properties makes possible the control process variables to achieve the required material properties.

RT Vs Automation

The advantages of real-time radiography are on-line testing of defect formation in the weld and study of metal fusion, filler-metal-to-base metal interaction, metal transfer and mass flow in the welding pool and the application of this information to welding process control (24). The welding current can be automatically controlled as a function of defect-feature extraction from computer processing of weld images. While the infrared and optical sensing and control systems have the disadvantage that the information on weld quality is indirect, closed-loop intelligent process controls have been demonstrated to characterise the weld penetration through the depth of the weld pool. The information extracted from real-time radiographic images about weld quality, supplemented by sensor data on weld current and voltage, is used for weld power-supply control (25).

Pros & Cons of Automation

Automation is desirable when high confidence, highly repeatable inspections must be performed in a timely fashion while recording and analysing a larger amount of raw data. Today, successful completion of an automation task can be strongly influenced by rapidly changing computer technology and the human element involved in the transition from manual to automated procedure. For these reasons, the development and integration of automated inspection technology into routine use should proceed on a phased basis. The pioneering status of current technology means that the development and application of an automated inspection system incurs significant costs and risks. Therefore, the decision to automate should be made after assuring that it is the optimum solution for the particular problem of concern. Listed below are the reasons that often justify pursuing the automated approach:

1) Full coverage of the item to be inspected is demonstrated, recorded and repeatable
2) Automated data acquisition and analysis permits working at higher sensitivity because the consequent increase amount of data can be handled rapidly with modern computational hardware.
3) Collecting and storing position annotated inspection signal information in a computer compatible format greatly increases signal interpretation options.
4) For nuclear systems one large benefit is the substantial reduction in radiation exposure.

The elements which must be fully integrated to produce an automated inspection system are

1) Electronic hardware
2) Software
3) Transducer position
4) Signal transmitter and receiver
5) Transducer

The challenge to the developer is to combine these elements into a well integrated system that performs inspection rapidly, efficiently and with great reliability. Two useful aspects for successful development of automated inspection systems are 1) involving the end user early and periodically during the development cycle and 2) system performance verification by someone independent of both developer and end user.

Quality of NDT

Quality of an NDT operation is defined as its performance in unambiguously revealing and reporting flaws of prescribed characteristics, in a cost effect way that safeguards the component's integrity and inspection's repeatability. This definition is helpful for the identification of the most important elements of a relevant quality assurance system.

It is apparent that special managerial measures are demanded since the ultimate quality is decided by the day-to-day performance and not by the theoretical capability of procedures, equipment or operators.

Quality assurance is the establishment of a program to guarantee the desired quality level of a product from raw materials through fabrication, final assembly and delivery to the customer. Quality control is the physical and administrative actions required to ensure compliance with the quality assurance program. These functions include physical and chemical tests and non-destructive tests. Growing concern for product quality calls for this kind of quality assurance program.

The important requirements for an effective QA system for ensuring reliable NDT are (26)

1. General requirements: quality policy, responsibilities, independence, confidentiality, corrective actions, cost-effectiveness
2. Qualification operators: competence of the operator and care to guarantee continuing effectiveness
3. Qualification of procedure: inspections must be conducted as per the procedures
4. Qualification of equipment and materials: qualification, calibration, maintenance etc.
5. Supervision and surveillance of operators: operator dependence, human errors minimisation
6. Records: test records, results, reports and necessary visible evidence
7. Quality audit: re-examination of methods, audit, review of procedures and system

The leading companies now recognise the need for 'total quality management', which is defined as the optimisation of all parts of an organisation to achieve conformance to customer requirements and expectations. A total Quality Management is best defined as a world class competitive organisation and characterised by:

+ A focus on customer needs
+ Universal participation
+ The realisation that every process contributes to quality
+ The use of continuous improvement mechanisms
+ An ongoing program of training

The setting up of co-located, multi-disciplinary, project teams for the development of both products and business process, appears to be the most effective route towards total quality. Total quality involves teamwork and commitment.

References

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