Abstract
This paper reports on a quantitative technique based on the Magnetic Flux Leakage (MFL) method, for the detection and interpretation of the MFL signals caused by rectangular hairline cracks in pipeline structures. This was achieved through visualization and 3D imaging of the leakage field. This research is aimed at detecting hairline cracks caused by granular bond separation, which occurs during manufacturing, leaving pipelines and steel structures with miniature cracks. The investigation compared finite element numerical simulation with experimental data. The response of the MFL probe scanned above a hairline crack was first predicted using an optimized 3D finite element model. The MFL signals associated with both the surface and far-surface cracks were compared. The results show that the depth, width and length of the various hairline cracks can be estimated by using the distribution pattern and strength of the (B x ), (B y ) and (B z ) components of the MFL signals.
Introduction
Steel pipelines are used to transport oil and gas supplies as part of networks consisting of transmission lines, gathering lines and distribution lines. The operators consistently make use of the in-line Non-destructive testing (NDT) technologies in order to guarantee the integrity and safe operation of these networks. Overtime external forces can impair the pipeline to a state capable of causing a spill or rupture. Cracks and other forms of defects occurring at the surfaces and far-surfaces of in-service pipes, tanks and other industrial components impair their integrity, and can possibly depreciate the service lifetime [1]. Presently, one of the major challenges of the NDT industry is the need to produce an accurate quantitative assessment of the structural integrity of components and assemblies. This is referred to as quantitative non-destructive testing (QNDT). QNDT presents various approaches to detect, estimate and compute the extent of deterioration in terms of the length, width and depth of defects. QNDT also aids in characterizing distinct discontinuities as well as monitoring the life expectancy of materials over a period of time.
The magnetic flux leakage (MFL) technique, which was first carried out on storage tanks in 1988 by Saunderson [2], is a non-contact method of NDT used for locating and characterizing defects both on the surface and far-surface of ferromagnetic steel components. Since the MFL technique can detect both surface and far-surface defects, it is vital to induce a strong enough magnetization field into the wall of the test sample in order to enhance the detection sensitivity and repeatability of the MFL inspection. The MFL technique is direct, easy to implement, highly sensitive, and has been extensively used in the petrochemical, oil and gas industries. Despite the use of so many NDT techniques, the MFL method is commonly considered the cheapest, most frequently used and most effective NDT technique for crack detection and monitoring. It has been used for extremely productive detection of flaws in different types of ferromagnetic components [3], especially in very elongated ferromagnetic structures, such as steel pipes [4,5]. A full MFL signal analysis plan is made up of three processes which are: identification, compensation and characterization [6]. As the MFL pig travels along the pipe, the recorded data will contain a variety of information emanating from various types of defects. The highly hazardous ones are separated from the less hazardous ones using a signal identification procedure. In the compensation stage the leakage signals are compensated for influence of operational variables [7], such as; sensor orientation, lift-off effects, pipe grade, scanning velocity, residual stress, material permeability, etc. The last stage is the defect characterization; the reason for this stage is to ascertain the defects shape and size – an exercise that fall into a wide classification of problems in NDT termed inverse problems. The ability to accurately detect, study and interpret the MFL signals in order to quantify defects is significantly affected by several parameters. Examples of such parameters include; crack orientation, crack geometry (length, width and depth), material permeability, material thickness, magnet system (strength, material, reluctance and lift-off) and sensor system used (type, location and lift-off). The manner in which some of these parameters affect the acquired leakage signal has been investigated by various researchers in the past few years [8–10]. The main objective of this work is to develop an automated direct current MFL (DCMFL) system (i.e. a system that allows for real time data of the scan to be viewed and monitored as the inspection advances, via the LabVIEW user interface) that can effectively detect and quantify hairline surface and far-surface cracks present in ferromagnetic pipeline structures with high accuracy. The investigation compared 3D finite element simulation with practical experiments. The MFL signal associated with both surface and far-surface cracks were compared. Choosing an optimal mesh resolution and proper boundary condition parameters were crucial to ensuring accurate numerical results. The 3D method has proven to be a highly effective tool for modelling the influence of hairline cracks on MFL signals in steel pipelines.
Magnetic flux leakage principle
The MFL technique involves magnetizing the test sample, using a permanent or electromagnet, to near or complete saturation. This will generate a magnetic field within the sample. If the wall of the sample is free from any defect, anomalies and imperfections such as, cracks, corrosions, pits, fringes, bends, dents, etc, the generated field will flow through the sample without any obstruction. However, if there are defects within the sample, the magnetic field lines become distorted and a leakage field will be generated at the defective area. This is due to an increase in magnetic reluctance caused by a decrease in magnetic permeability at the defective part [11]. The resulting leakage field can then be measured using an appropriate magnetic field sensor (Hall Effect, AMR or GMR) placed within close proximity of the crack and positioned perpendicular to the direction of the field to be measured. The information obtained from the sensor is used to evaluate the location, shape, size and orientation of the defect. After the inspection is completed, the recorded MFL signals are analyzed and interpreted in terms of the pipeline integrity. Although, the resultant MFL signal corresponds to the crack features, it is still challenging to characterize cracks based on their type and size. Therefore, an in-depth understanding of the shape of the MFL signal is needed so as to establish a more effective defect quantification approach.
Finite element computation of MFL numerical models
Previous research has focused on locating the presence of defects that have a direct influence on the integrity of pipelines (large cracks) [12]. However, only limited work has been carried out in terms of the location and evaluation of small imperfections, such as very narrow hairline cracks, especially deep below the surface of pipeline and steel structures. One of the benefits of the Finite element modelling (FEM) is the ability to present a better understanding on how to implement the MFL inspection and to model the leakage field signals from defects. The FEM presents a comprehensive model-prediction of the field pattern in the vicinity of a defect, thus providing a good understanding of the MFL technology.
In this paper, the recent advances in 3D FEM software (MagNet 7.6 software by Infolytica) has been used to model a non-linear system capable of detecting the MFL signals due to hairline cracks [13]. The efficiency of this approach has been assessed for the detection of surface and far-surface cracks in a 10 mm thick carbon steel plate. In order to solve the MFL problem as magnetostatic, the following Maxwell’s equations (see Eqs (1), (2) and (3)) have been used with their usual conventional representation and relevant boundary conditions (see Eqs (4) and (5)). Where

Showing (a) FEM schematic layout for the MFL simulation probe alongside crack and (b) Measured B-H curve for the low carbon steel plate and silicon steel yoke imported into the MagNet software.
Figure 2a shows the predicted MFL

Showing (a) the relationship between the (
The amount of flux density generated in the test sample is dependent on the permeability and size of the material used for a given magnet system. However, for most pipeline structures, the material used is low carbon steel which has similar permeability and thickness. Hence the determining factors controlling the amount of flux generated in the test piece is the yoke permeability and size. Therefore the permeability of the material used for the yoke will play a vital role in determining the magnitude of the magnetic flux density
Effect of change in crack depth and sensor lift-off
Fourteen different samples with varying surface and far-surface crack depths were used to simulate the effect of change in crack depth on the MFL signal amplitude as shown in Fig. 3. The dimensions of the surface and far-surface hairline cracks used for each sample are specified in Fig. 3a and 3b respectively. Figure 4a shows the relationship between the predicted MFL signal amplitude

Showing a schematic layout of the test sample with (a) surface cracks and (b) far-surface cracks.

Showing (a) the predicted MFL
The typical response of the MFL field probe in the (B x ), (B y ) and (B z ) directions for a 4 mm deep surface hairline crack is displayed in Fig. 5. A method based on visualization and 3D imaging of the resultant leakage signal is proposed in order to obtain the approximate width and length of various hairline cracks present in ferromagnetic pipeline structures. By analyzing the B x , B y and B z signals, it can be seen that the variation of B y , and B z leakage signals in the tangential direction, at the edges of the crack is stronger compared to the variation of the B x leakage signal. Also the B x field component is a unipolar waveform as shown in Fig. 5a and its signal amplitude is strongly influenced by the crack depth. The B y field component possess a bipolar sine like waveform with the leakage signal at its minimum along the midpoint of the crack (see Fig. 5b). The distance between the peaks and trough highly demonstrates the width of the crack, and the high concentration of flux along the sides of the crack gives a clear indication of the crack location in the x direction mostly around the edges. Also the peaks and trough have an equal amplitude. The B z field component possess both positive and negative polarities in both the radial and tangential directions (see Fig. 5c) and it highly demonstrates both the width and length of the crack. The high concentration of leakage flux around the crack edges also gives in indication of the crack position. Hence the shape and approximate size of the crack could be obtained from the distribution patterns of B y and B z signals. Figure 5d, 5e and 5f shows the signal patterns with respect to the sensing path distance. The width and length sizes of the crack can be obtained from the width of the crack signal along the width and length directions respectively as displayed in Fig. 5e and 5f.

Showing a 3D illustration of the predicted MFL signal for a 4 mm deep surface hairline crack. (a) B x component, (b) B y component, (c) B z component, (d) Top view of B x component, (e) Top view of B y component and (f) Top view of B z component.
The experimental setup used for the investigation is shown in Fig. 6. The low carbon steel samples used have both surface and far-surface hairline cracks, positioned perpendicular to the field orientation. The cracks were artificially fabricated by electrical discharge machining (EDM). The magnetization characteristic curve for the silicon steel yoke and low carbon steel samples inspected is shown in Fig. 1b. The measured saturation magnetic flux density for the low carbon steel sample used is 1.8 T. A non-defective sample was first magnetized with a direct current of 4 A, and 20 turns of copper wire with a diameter of 0.2 mm was wound around the center of the sample. The copper wire was connected to a flux meter and a corresponding magnetic flux density of 1.04 T was read off the flux meter. The depth of the cracks used ranges from 0.2 mm to 4 mm with a constant width and length of 0.2 mm and 10 mm respectively, representing both mild and severe cases of naturally occurring cracks in pipeline structures. Measurements were made by scanning a single Hall Effect sensor (A1302KUA-T) with a sensitivity of 1.377 mV/G across the center of the cracks, with a constant scan step size and sensor lift-off of 0.5 mm and 0.5 mm respectively. An X-Y-Z translation stage was used to move the sensor along the sample surface. The sensor was held in place by a 3D printed sensor holder and positioned perpendicular to the field orientation to measure the axial B x component of the leakage signal at each scan step. The sensor output is filtered by a low-pass filter with a cut-off frequency of 10 Hz and the filtered output is digitized by a data acquisition system (NI USB-6366) with 16-bit analogue to digital conversion card and then stored in a computer for signal processing. Data were collected at 1000 samples/sec for each scanning cycle.

Showing the DCMFL experimental probe system set-up.
A range of surface and far-surface crack depths were investigated. Figure 7a and 7b show the measured (B x ) component of the leakage field with respect to the axial scanning distance, for the surface and far-surface hairline cracks respectively. As can be seen, the B x amplitude increases with increase in crack depth. The MFL system is able to detect a 0.2 mm deep (2% wall loss) surface crack and a 0.6 mm deep (6% wall loss) far-surface crack located 9.4 mm below the sample surface. However the system is not able to detect a 0.2 mm and 0.4 mm deep far-surface crack located 9.8 mm and 9.6 mm below the sample surface respectively. Figure 8a and 8b shows a 3D map representing the typical axial leakage field component (B x ) obtained at the vicinity of a 4 mm deep surface and 4 mm deep far-surface hairline cracks respectively, as a function of x and y displacements. As the tangential cracks are detected, the amplitude and distribution patterns of the leakage fields are altered with respect to the shape of the cracks. The relationship between the shape of the cracks and the resultant leakage signal could be established by analyzing the distribution change of the flux. Figure 8c and 8d show the leakage field distribution pattern with respect to the sensing path distance for both the surface and far-surface cracks. The width and length of both cracks can be estimated by analyzing the leakage field pattern in the width and length directions respectively. An approximate length of 12 mm and 15.5 mm was estimated for the surface and far-surface cracks respectively, and an approximate width of 0.8 mm and 4 mm respectively. The broader signal profile observed for the far-surface crack when compared to a surface crack of the same size is attributed to the lateral spread of magnetic field at the far-surface crack region.

Showing the measured MFL signals (B x ) as a function of crack position for; (a) Surface cracks and (b) Far-surface cracks.

Showing the measured B x component of the leakage field for; (a) 4 mm deep surface crack, (b) 4 mm deep far-surface crack: top view of the B x component of the leakage field for; (c) 4 mm deep surface crack and (d) 4 mm deep far-surface crack.
In this paper, the amount of leakage flux needed to accurately detect hairline surface and far-surface cracks was established. A 3D FEM model was used to optimize the magnetization and sensing methodology in order to improve the detection sensitivity of the MFL technique. Experimental data was found to have a good correlation with the predicted results. The optimized MFL system was able to estimate the actual width and length of the surface and far-surface cracks investigated, by analyzing the leakage field pattern in the width and length directions respectively. The experimental system was able to capture a 0.2 mm deep (2% wall loss) surface crack and a 0.6 mm deep (6% wall loss) far-surface crack positioned 9.4 mm below the sample surface. However the system is not able to detect a 0.2 mm and 0.4 mm deep far-surface crack located 9.8 mm and 9.6 mm below the sample surface respectively. The MFL peak was found to be strongly determined by the crack depth, a slight variation in depth causes a significant change in the MFL peak value. The MFL sensor maintained a good sensitivity to a 4 mm deep surface and 4 mm deep far-surface cracks at lift-off distance of 5 mm. This makes the developed MFL system very useful for applications where large lift-off values are required between the sensor and the measurement surface. Also the simulation results show that analyzing the B y and B z leakage field components can yield additional information about the leakage field distribution due to various hairline cracks, which can be used to quantify the cracks based on their length and width sizes. Future work will look at obtaining the B y and B z leakage field distribution using practical experiment, which will significantly improve the hairline crack quantification of the developed MFL system. In conclusion, an optimized MFL system that can effectively detect and characterize hairline cracks existing in elongated pipeline networks has been developed for hairline crack detection and quantification.
