The following example presents the results of an evaluation of
an eddy current inspection for corrosion damage in C/KC-135 lap joints taken from
Hoppe, et al. [2000]. For the example,
the corrosion damage metric was taken to be thickness loss as thickness loss is
an important criteria in judging severity of corrosion damage and eddy current
is sensitive to thickness loss in the top layer of the lap joint.
Both real and engineered specimens were used for the capability
demonstration. Several pieces from
C/KC-135 and Boeing 707 fuselages were acquired. The specimens represented areas of interest on the aircraft and were expected to contain representative
amounts of crevice corrosion. The
specimens included fuselage lap joint and doubler sections that were
anticipated to contain corrosion, as
determined by disassembly of adjacent pieces of the skin. The specimens also included areas of
little or no corrosion. The specimens
that were selected incorporated the type, material, size and spacing of fasteners, thickness and lay-up of skins, presence
of substructure, and specimen curvature variability that were expected
to be experienced in typical aircraft inspections.
An engineered specimen was designed and manufactured for
measuring the spatial resolution of the eddy current system. Spatial resolution of the system was
necessary in to order to ascertain inspection regions of complete independence of
the eddy current response. This
specimen was constructed with several sets of lines of different widths
machined in to the back surface of the front layer of an assembly of aluminum
layers.
Specimens of a skin configuration were inspected using the eddy
current system. NDI responses were
recorded at independent sites within each specimen producing an inspection
output profile of the specimen. Because
thickness loss due to corrosion is variable within a specimen, the responses at
the independent sites represent different samples of response at different
thickness losses. The process is
illustrated in Figure 3.1.8. The eddy current output at a point, P, in a response image is a function of
the corrosion in a small region (or cell), C,
on the specimen. The set of
non-overlapping cells represents the collection of independent inspection
opportunities from which probability of detection as a function of thickness
loss can be calculated.
Figure 3.1.8. Schematic Diagram of Specimen and
Inspection Output Images
After completion of the inspection of a specimen, the actual
corrosion profile of the specimen was determined. The specimens were carefully disassembled by drilling out the
fasteners and prying apart the layers. Corrosion
products were chemically removed using a high concentration nitric acid
exposure protocol. Measurement of
remaining thickness was accomplished using calibrated topographic radiography. The inspection system output images and
actual thickness loss profiles were registered to specimen features, such as
fasteners and lap joint edges, in order to relate measured to actual thickness
loss across each specimen.
Data pairs of real and EC measured thickness loss were
generated for the independent inspection cells. The data pairs are plotted analogously to the â versus a plot of crack detection POD estimation. Figure 3.1.9 is an example of
thickness loss versus EC response for one of the structural
configurations. The scatter of the EC
responses about the mean trend determines the POD as a function of thickness
loss. Figure 3.1.10
shows the POD function for a threshold chosen to yield 90 percent detection for
a 10 percent thickness loss. Also shown
in Figure 3.1.10 is the 95 percent confidence bound
on the POD function.
Figure 3.1.9. Example Eddy Current Response for Cells of Different Thickness
Loss
Figure 3.1.10. POD versus Percent Thickness Loss with
Response Detection Threshold Set to Yield POD of 90 percent at 10 percent Loss