Use of Alternating Current Field
Measurement
The ACFM technique had been used primarily for the detection of
fatigue cracks in offshore structures, both on the subsea and topside
structural sections. The testing applications were then extended to
the testing of pressurized systems and process plants (for example,
pressure vessels and pipe work). Testing trials have been carried out
to prove the detection and sizing capabilities of the technique compared
to the results obtained using more conventional techniques such as magnetic
particle testing, eddy current and ultrasonic creeping wave. The technique
was then used on the testing of nonmagnetic materials, such as stainless
steel and titanium, and proved equally successful. Since then, ACFM
has played a useful role in testing for nonfatigue cracks at normal
and elevated temperatures. Procedures have been produced so that transverse
discontinuities and those at an inclined angle to the toe can be differentiated
from longitudinal discontinuities and cracks detected on the inner surface
from the outer surface can be easily identified (only on certain materials
and within a specific thickness range).
Because the technique has proven so
versatile, ACFM is now being used on a wide number of applications.
The technique has been used to test the steel structures of roller coasters
and the people carrying components, with great cost benefits to the
theme park owners. The ACFM technique has also been used in the testing
of bridges with the use of abseilling techniques to test the more difficult
access areas as well as through coatings using conventional inspectors.
The combination of rope access (abseilling - without scaffolding) and
the ACFM technique has also been adapted to the testing of dockside
and other large cranes - once again with great economic benefits (Figure
1). An example of this is a major crane that can be tested at its most
critical areas in 6 h (Raine and Laenen, 2001).

Figure 1 - Weld test
on a dockside crane.
The oil and gas industry has not been
ignored and the technique is still being used in petrochemical applications.
In one recent application, $500,000 was saved by changing from traditional
testing to ACFM. More examples were given in a recent paper at the ASNT
ICPIIT topical in June 2001 (Raine, 2001). The ACFM technique is taking
its place in the testing world as a technique which can reliably detect
and size surface discontinuities with additional economic and time saving
benefits.
In service testing can include many
different areas of activity, including the offshore industry, public
safety, petrochemical, civil and mechanical engineering. All of these
sectors have their own problems in the forms of access, such as different
forms of coating - from the protective to the cosmetic - and the type
of materials which require testing. In the majority of cases, fatigue
type cracks need to be detected. These are common in the offshore industry
as well as in the civil, mechanical engineering and public safety sectors.
In the petrochemical industry, environmental cracks, such as stress
corrosion cracking, hydrogen sulfide cracking and stress orientated
hydrogen cracks, are required to be detected.
The ACFM technique was originally developed
for testing of carbon steel welds on subsea structures, which were usually
nodal welds. A number of probes were developed such as a general purpose
weld testing probe, a 30 degree angle probe for examining tight angle
geometries and a pencil probe specially designed to examine welds that
had been subjected to grinding. This was used to test the bottom of
the ground toe of the weld to determine if discontinuities were present
and then determine their length and depth or to confirm that the discontinuity
had been removed.
During a trial organized by University
College London, where samples were produced to reproduce some of the
difficult geometries and access problems located in process plants,
it was found that additional probes were required to gain access and
detect and size the discontinuities located within the samples. A variety
of mini and micropencil probes have been developed with straight and
90 degree access with increased sensitivity. In addition, it was realized
that testing of short lengths of weld also created problems, in that
the communication rate was too slow to produce a good representation
of the weld result on the visual display screen. New software that eliminates
this problem, including communication rates, has also been developed,
which allows scanning speeds seven times faster than before. This allows
greater presentation on the screen for shorter lengths of welds and
faster scanning speeds for the testing of long lengths of weld.
The ACFM technique was also used to
test structures that had been coated with protective or antifouling
coatings so that the expensively applied coatings did not have to be
removed and reapplied, thus avoiding costly preparation and reinstatement.
The topside testing engineers also adopted the technique for the testing
of process and pressurized plant, structural steelwork and crane pedestals.
The system was used in conjunction with rope access teams, proving the
usefulness of two man operations (Figure 2). Tests could be carried
out up to 50 m (164 ft) between the ACFM probe and the ACFM unit, while
the operator could be another 30 m (98 ft) from the unit.

Figure 2 -
Rope access testing of a coated offshore installation.

Figure
3 - Mechanized ACFM testing used to test a weld on a titanium riser.
The technique has also been applied
to testing of drill threads on casing and drill tools. A special transportable
system has been produced to automatically test the drill thread ends
and classify them. This provides go/no go reporting. The system is based
on new ACFM array technology. A handheld probe has also been produced
to test drill threads with the portable ACFM system.
New materials are being used for components
and coatings on offshore structures, but the ACFM system has now been
successfully applied to ferritic steels, austenitic stainless steels,
aluminum, duplex, super duplex, monel, inconel and titanium (Figure
3). It has also been used to test through the following coatings:
 |
flame sprayed aluminum |
|
epoxy coating |
|
standard paints |
|
ferrite based paints |
|
copper coated threads. |
Some tests have to be carried out when
the plant is operational. ACFM has been used during tests at 253 K (-4
°F) and up to 773 K (932 °F).
Because of the above advantages, the
ACFM technique has been used to test coated flare booms, epoxy coated
pig traps, painted nozzle welds, pipe butt welds, pipe and saddle support
welds and pressure vessel seam welds as well as conduct the above mentioned
tests.
Since 1996, the ACFM technique has
been further developed following customer requirements. When it was
realized that the original probe coverage was not adequate, new probes
were designed. When a particular client wanted to detect a particular
minimum size discontinuity, the probes were redesigned and this modification
has been built into production probes. Some testing companies found
that the scanning speed was not fast enough when long lengths of weld
required testing, or that short weld scans needed to be expanded so
that they were presented on a single scan. The software and the communications
rate were adapted to take these two points into consideration.
Results of Using Alternating Current
Field Measurement
When POD trials are carried out on any technique, the technique is usually
compared to magnetic particle testing as that is normally classed as
the industry norm. When POD trials were carried out in the early 1990s
on carbon steel welds, ACFM and magnetic particle testing gave similar
results although magnetic particle testing had a greater number of false
calls (Rudlin and Dover, 1993). In a trial carried out in 2000 on axle
components in their dirty condition, ACFM produced a POD of 84% compared
to 44% for magnetic particle testing, even though magnetic particle
testing was carried out on a cleaned surface (Pollard and Lear, 2000).
The axles had all been rejected for use in service. All of the discontinuities
present were fatigue cracks produced during service, which had caused
them to be scrapped by the overhauler using magnetic particle and ultrasonic
testing techniques. The trials showed that ACFM would have rejected
all of the axles, whereas magnetic particle testing would have rejected
only four. The ACFM system was set up to detect discontinuities greater
than 0.2 mm (8 x 10-3
in.) deep, although the standard for the testing
was to detect discontinuities 0.5 mm (0.02 in.) deep. In this case,
if magnetic particle testing had been the only testing technique applied
to these axles, then some axles with discontinuities present would have
been returned to service with the probability that accidents would have
occurred. This trial shows that magnetic particle testing should not
be classed as the infallible technique it is usually made out to be
and should not be used as a benchmark against which other techniques
are compared.
Ultrasonic and magnetic particle testing
have been used as standard testing techniques in the past for the testing
of welds, and their use has been historic. As such, it has been difficult
to replace their use. The results of the recent Netherlands Institute
of Welding and the Programme of Assessment of NDT trials show that manual
ultrasonic testing gave only a 50% detection rate from the Netherlands
Institute of Welding trials and between 30 to 70% for the Programme
of Assessment of NDT trials. The sizing errors were quite poor with
an average length error of 8 mm (0.3 in.) with a standard deviation
of 24 mm (0.9 in.). The depth measurements were worse with a slope of
0.24 and an intercept of 2.7 compared with the ideal of a slope of 1
and an intercept of 0. The overall result was that all small discontinuities
were oversized and large discontinuities were undersized (McGrath, 1999).
This again illustrates that a technique, which is used every day, may
not be the most suitable technique for the task in hand. Some industries
are still using manual ultrasonic testing for measuring the depth of
surface breaking cracks when there are much more suitable techniques
available.
Trials with ACFM on welds show that
no discontinuities were missed below a POD of 80% for all discontinuities
longer than 9 mm (0.4 in.). As well, discontinuity depth measurements
were accurate to within 1 mm (0.04 in.) with a POD of 91% for all discontinuities
deeper than 1 mm (0.04 in.). Even with this information, magnetic particle
and manual ultrasonic testing are accepted as standard techniques in
all of the conventional industries, not withstanding the fact that,
when using these techniques, the surfaces have to be cleaned prior to
testing and couplant or inks have to be removed after testing. This
residue may be classed as hazardous waste and special disposal procedures
have to be used for environmental reasons. This does not occur when
using the ACFM technique.
Training schemes, which are internationally
recognized (such as CSWIP, PCN and the Lloyds Register of Shipping),
are in place and many technicians have now been trained at Levels I
and II. A scheme similar to those mentioned has been submitted to ASNT.
ACFM training approved by Lloyds Register, leading to a Lloyds Certificate,
is currently offered by a major US NDT training school. The ACFM technique
has been approved by certifying authorities such as Det Norske Veritas,
Lloyds Register, Bureau Veritas, Germanischer Lloyds and Offshore Certification
Bureau for use on offshore structures and petrochemical plants after
going through trials with these organizations. Much of the ground work
is done by technicians in the field who see other companies using the
new techniques and inform their company engineers using the bottom up
transfer of information.
However, the technician coming across
ACFM for the first time sees it as just another electromagnetic technique.
He is probably wondering whether or not it is eddy current. It is not
eddy current. The eddy current technique uses a compact circular excitation
alternating current, which produces an alternating magnetic field (the
primary field). This field then produces eddy currents in the material,
which in turn produce their own magnetic field (the secondary field).
This field opposes and modifies the primary field. This results in a
very sensitive detection capability, but also makes the technique prone
to strong lift off signals and signals due to material property changes.
The secondary field can be affected by variations in conductivity, permeability,
part geometry, thickness and discontinuities. All of these discontinuities,
including the cracks, produce display signals. Some of them are very
similar and it takes a well trained operator to discriminate between
a crack and a noncrack signal.
Unlike eddy current testing, the ACFM
technique is generally insensitive to permeability, metallurgical changes
and lift off; the new probes ensure that edges have little effect. Each
probe is delivered with an individual software file, which sets up the
instrument to give the best available performance. Since the technique
is relatively insensitive to lift off, it can be used to test through
coatings.
The ACFM technique uses a uniform electric
current which is induced into the material under test - this produces
a magnetic field, which, if a discontinuity is present, will be disturbed
and flow around its edges. Special techniques are used to induce these
electric currents and the components used are built into the probes.
Small detectors or sensors are built into the probe, which measures
the magnetic field disturbances. Because the alternating current field
is uniform, it is possible to model the current flow and to separate
the magnetic field into its three components. The X and Y components
are in the plane of the material surface (Y being in the same direction
as the flow of the current into the weld area and X being parallel with
the weld toe). The Z component is normal to the weld toe (Figure 4).

Figure 4 - Description
of magnetic field flow around a crack: the Bx sensor responds
to current density and shows a reduction with crack depth; the
Bz sensor responds to crack ends and shows a trough/peak
as the probe passes over the crack and indicates crack length.

Figure 5 - Typical
traces from a discontinuity with standard probe: (a) chart recorder;
(b) butterfly plot.
When no discontinuities are present
and the uniform current is flowing in the Y direction, the magnetic
field is uniform in the X direction perpendicular to the current flow,
while the other two components (By and Bz) are zero. The
presence of a crack causes the current to flow around the ends of the
discontinuity and below it. This causes a concentration of the current
at the ends of the discontinuity and a reduction in the current at the
deepest part of the crack. This concentration of the current results
in creating peaks and troughs in the Bz and a reduction in the
Bx along the length of the crack, which, when it is at its smallest
value, is at the deepest part of the crack (Figure 5). The sensors in
the ACFM probe measures the values of the Bx and Bz
as it traverses the length of the weld - the former giving crack depth
and the latter crack length. These measurements, together with software
algorithms, are used to give the accurate measurements of length and
depth of the discontinuity. To aid interpretation, the values of
Bx and Bz components are plotted against each other and
will produce a closed loop if a discontinuity is present. This is called
a butterfly loop. The right and left edges of the loop give an indication
of where the ends of the discontinuity are present as these are the
locations of the Bz - ve and Bz + ve.
These positions plotted on the weld give the estimated length of the
discontinuity. The positions of the Bz - ve and
Bz + ve are located just inside the true length of the discontinuity.
When this length is used with the software algorithm and the Bx
background and minimum values, accurate values of length and depth are
produced. The magnetic field values being measured are absolute and
these are used with mathematical look up tables so that there is no
requirement to calibrate the ACFM instrument before use using a sample
piece with artificial discontinuities.
The mathematical model look up tables
have been produced using fatigue cracks rather than slots because slots
do not behave the same electrically as a crack in carbon steel. As such,
all of the probe files have been produced for carbon steel, but there
are now probe files available for stainless steel. Thus, the length
and depth of a crack in stainless steel can now be produced. If any
other conducting material is being tested, then a calibration curve
will have to be produced for that material using a block with discontinuities
present. The depth measurements produced with the carbon steel look
up tables will be compared with the actual values of the discontinuities
in the block and a calibration curve will be produced. The length measurements
will not be affected.
Accepting and Understanding Options
of Alternating Current Field Measurement
Before a technician uses the ACFM technique, they should understand
how the technique works. They should also understand all of the options
they have with the equipment before they begin their testing. As well,
they should be aware of all the trials that have been carried out to
prove the technique in case a client asks questions about the validity
of the test results. Examples have been given above of developments
that have taken place over the last five years using the ACFM technique
in an attempt to get the technique accepted more as a general technique
instead of some technique which is brought out to be used on special
occasions.
What does it take to get new technology
accepted by old industries? Compared to ultrasonic and magnetic particle
testing, any form of electromagnetic testing has always been looked
on with suspicion. In this case, ACFM has had to undergo more trials
and produce better results than manual ultrasonic or magnetic particle
testing because of preconceived ideas. So, why don't these new technologies
get used? In so many cases, when a testing company is contacted by a
client who requires some welds to be tested, it is easy for the company
to quote and supply a magnetic particle testing technician without thinking
about the residual cost to the client. This is the very same client
who has to clean the welds, arrange scaffolding and also arrange for
any debris to be removed as well as recoat the welds after testing.
The cost of the testing itself is quite small. In many cases, the client
would rather pay more for a noninvasive testing technique which would
not give him the logistics problem of carrying out magnetic particle
testing. Both the client and the testing company need reeducating. Articles
have been published in Materials Evaluation, papers have been
given at ASNT conferences over the last five years and the equipment
has been shown at a number of ASNT exhibitions in order to address this
ACFM technique.
A number of companies who have heard
about ACFM, seen a demonstration and then have used it in their plants
have come to an economic understanding of the technique and I am sure
that this also applies to other new techniques. When trying to get the
technique used, the end user usually wants to know who can supply the
new technique. And when speaking to the testing company, the testing
company wants to know if the user company has specified the technique
that they want used. The circle remains unbroken until a company becomes
a product champion and specifies the technique.
Conclusion
Going back to the first paragraph of this paper, the 1996 paper introduced
some people to ACFM as a method, which provided some of the basics for
improved electromagnetic testing. Hopefully, this update will give an
insight to more people into the development of a technique which could
produce great economic advantages in certain industries if it was applied.
References
McGrath, B.A., Programme for the Assessment of NDT in Industry,
AEA Technology, 1999.
Pollard, M. and A. Lear, "Evaluation
of Electro-Magnetic Non-Destructive Testing Techniques," Engineering
Link, Report 11363/03, December 2000.
Raine, A. and C. Laenen, "Applications
Using the Alternating Current Field Measurement (ACFM) Technique, Using
Rope Access," Insight, Vol. 43, No. 5, May 2001, pp. 318-321.
Raine, A., "Cost Benefit Applications
Using the Alternating Current Field Measurement Testing Technique,"
Proceedings - ASNT's International Chemical and Petroleum Industry
Inspection Technology (ICPIIT) VII Topical Conference, June 18-22,
2001, pp. 111-117.
Rudlin, J.R. and W.D. Dover, "Results
of Probability of Detection Trials," IOCE Conference, Aberdeen,
October 1993.