Development of an Optical Displacement Transducer for Routine
Testing of Asphalt ConcreteDevelopment of an Optical Displacement
Transducer for Routine Testing of Asphalt Concrete
Tomer Hamam1; Eyal Levenberg2; and Lihi Zelnik-Manor3
Abstract: Routine mechanical characterization of asphalt concrete
is performed under small-strain levels with on-specimen linear
variable displacement transducers (LVDTs) as deformation measuring
devices. An optical LVDT was conceptually proposed and evaluated in
this study to serve as a viable noncontact alternative to physical
LVDTs. The envisioned device consists of a pair of low-end
low-resolution grayscale cameras, each monitoring a virtual gauge
point, i.e., a small untreated surface area of the tested specimen.
The gauge length is the distance between the two virtual gauge
points, and the sought-after information is their differential
in-plane translation. Digital image cor- relation techniques were
employed for the measurement, operated on the natural material
texture without requiring speckle coating. As a first step toward
evaluating the concept, the study explored both the precision and
the accuracy that may be achieved with one low-resolution image
sensor. A calibration scheme was also offered for introducing
object-scale dimensions into the analysis. From this predevelopment
study it is concluded that the envisioned optical LVDT is viable,
rendering the idea worthy of consideration. DOI: 10.1061/(ASCE)MT
.1943-5533.0001570. © 2016 American Society of Civil
Engineers.
Author keywords: Asphalt concrete; Material characterization;
Linear variable displacement transducer (LVDT); Digital image
correlation; Precision and accuracy.
Introduction
The most advanced pavement design and analysis procedures are based
on continuum mechanics principles (ARA 2004; Zhou et al. 2010;
Ullidtz et al. 2010). Intrinsically, these procedures place con-
siderable emphasis on the accurate mechanical characterization of
asphalt concrete (AC), especially under small-strain levels
relevant to service conditions of the order of 10−4. This study is
motivated by the desire to simplify the deformation instrumentation
technique for AC specimens in routine characterization. A
noncontact optical linear variable displacement transducer (LVDT)
is conceptually proposed for this purpose.
Fig. 1 schematically presents a single unit of the envisioned de-
vice, along with the measurement setup. A typical cored AC speci-
men is displayed on the right-hand side of the figure; the specimen
is cylindrical, 150 mm tall, and 75 mm in diameter, supported at
the bottom. Awide variety of aggregate types, shapes, and sizes can
be clearly observed on the mantle producing a rich optical texture.
Two gauge points are shown attached to the material surface; in
actuality, these are small metallic parts, up to 10 mm in diameter,
to which a single LVDT is fastened. The envisioned optical LVDT is
shown on the left-hand side; it has two noncontact sensors, each
pointing directly at the specimen and aiming for a virtual
gauge
point (VGP). The VGPs are depicted by flat circular markers that
merely indicate small untreated surface areas similar in size to
physical gauge points. The vertical spacing between the VGPs is the
gauge length, the desired measurement is their differential
in-plane translation, and the dashed lines indicate that a line of
sight is required by the setup.
In general terms, the envisioned optical LVDT should be devel- oped
to offer similar measurement capabilities, performance char-
acteristics, and pricing level compared to a physical LVDT. At the
same time, being noncontact in nature, the device should greatly
simplify routine instrumentation, shunning many of the shortcom-
ings in the current practice.
Background
Current Practice
Measuring deformations in routine AC characterization involves
three key experimental elements [Witczak et al. 2002; AASHTO T342
(AASHTO 2011); AASHTO T322 (AASHTO 2007)]: (1) utilization of
on-specimen instrumentation as a means to annul machine compliance
issues and ensure correct readings (Scholey et al. 1995; Kaloush et
al. 2001); (2) performing replicate measure- ments covering
different locations of the tested specimen in an ef- fort to better
capture the bulk properties of an essentially particulate material
(Weissman et al. 1999; Levenberg and Uzan 2004; Kim et al. 2009;
Velasques 2009; Coleri and Harvey 2011); and (3) uti- lization of
LVDTs, each bridging two so-called gauge points with spacing of the
order of 100 mm (Witczak et al. 2002; Kim 2009). The relatively
large gauge length is needed for homogenizing the true underlying
heterogeneous response.
LVDTs are relatively inexpensive motion sensors that deliver
real-time readings; they are reliable and robust and suited for
both quasi-static and oscillatory testing. A typical LVDT consists
of a fixed frame of coils surrounding a movable core; the electro-
magnetic field in the coils is altered predominantly by axial
core
1Ph.D. Student, Georgia Tech, 827 Turpin Ave. SE, Atlanta, GA
30312. E-mail:
[email protected]
2Assistant Professor, Faculty of Civil and Environmental
Engineering, Technion–Israel Institute of Technology, Room 729,
Rabin Building, Technion City, Haifa 3200003, Israel (corresponding
author). E-mail:
[email protected]
3Associate Professor, Faculty of Electrical Engineering, Technion–
Israel Institute of Technology, Room 959, Meyer Building, Technion
City, Haifa 3200003, Israel. E-mail:
[email protected]
Note. This manuscript was submitted on June 21, 2015; approved on
December 15, 2015; published online on March 21, 2016. Discussion
per- iod open until August 21, 2016; separate discussions must be
submitted for individual papers. This paper is part of the Journal
of Materials in Civil Engineering, © ASCE, ISSN 0899-1561.
© ASCE 04016066-1 J. Mater. Civ. Eng.
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movements, which results in a corresponding voltage signal (Nyce
2004). Thus, LVDTs are analog devices with no theoretical resolu-
tion limitation. However, limited resolution does transpire from
imperfections in the detection circuitry and from analog-to-digital
signal conversion. Ultimately, with adequate signal conditioning,
proper calibration, and tight temperature control, top-notch LVDT
systems exhibit precision and accuracy levels of the order of 0.1
μm.
Despite their advantages and popularity, certain difficulties and
risk of incorrect readings arise when instrumenting AC specimens
with LVDTs (e.g., Daniel et al. 2004): (1) drilling or gluing
activ- ities, sometimes both, are required for fixing gauge points
to the specimen surface; these are labor intensive, prolong the
testing du- ration, and may result in erroneous gauge length; (2)
the number of LVDTs that can be attached onto a single specimen is
practically limited owing to space restrictions, constraining the
possible num- ber of replicate measurements; (3) at elevated
temperatures, when the tested material is very soft, the combined
self-weight of gauge points, mounts, and LVDTs can generate drift
in the test data; (4) LVDTs themselves are sensitive to temperature
changes and magnetic interference; (5) core movement may be
mechanically ob- structed by friction when improperly installed or
when gauge points either move out of plane or rotate during an
experiment; (6) LVDT wires require careful handling and isolation
from mechanical vibration sources, or recorded data will be
contami- nated by noise; and (7) in fast-rate experiments, the
combined mass inertia of all involved components (i.e., frame of
coils, core, gauge points, and mounts) can become influential to
the point where ac- tual specimen response is incorrectly captured
by the instrumenta- tion owing to, for example, amplification,
attenuation, or phase lagging. Because of the focus on small
deformations, the limited measurement range of LVDTs was not listed
here as a drawback.
Optical LVDT
Much like a physical LVDT, the envisioned noncontact device has the
task of measuring the differential in-plane movement between a pair
of VGPs with submicron precision and accuracy. Additional
experimental capabilities, ordered according to their relative
impor- tance, include the following: (1) allowing for free choice
in select- ing monitored points and, therefore, flexibility in
adjusting the gauge length; this is desirable because it would
maintain a similar- ity with physical LVDTs since gauge points can
be glued to a speci- men at any location; (2) allowance for fast
sampling rates of the
order of 100 readings per second—and preferably much faster; this
is needed because small-strain characterization tests are often
oscillatory with frequencies as high as 50 Hz and because oversam-
pling offers means for improving measurement precision; (3) deliv-
ery of measurements in real time for immediate feedback during
setup and testing; this is desirable because it would enable moni-
toring and intercepting problems before and during an experiment;
and (4) flexibility in varying the distance between the optical
LVDT and the tested specimen; this ability is needed for
convenience and also for dealing with space restrictions in
environmental chambers.
The requirement for noncontact measurement in combination with the
rich optical texture of cored or cut faces of AC innately suggests
a digital image correlation (DIC) application. DIC is rou- tinely
practiced in the arena of experimental mechanics, primarily as a
full-field measurement method (Peters and Ranson 1982; Chu et al.
1985; Grédiac and Hild 2012). The technique is based on imaging
speckle patterns painted over a tested specimen from an external
station and comparing pictures taken in different experi- mental
stages. The shape and progression of the deformation field is found
by dividing the imaged region into subsets (or patches) that are
essentially small pixel matrices, and performing pairwise cor-
relation across images.
A measurement quality of the order of 0.01 pixels is potentially
achievable with DIC algorithms for in-plane translated speckle im-
ages (Tian and Huhns 1986; Sutton et al. 1988; Zhou and Goodson
2001; Zhang et al. 2003). Accordingly, achieving a 0.1 μm reading
similar to LVDTs means that pixel sizes should correspond to ap-
proximately 10 μm in object space. In this case, capturing a pair
of VGPs spaced 100 mm apart with a single camera requires an im-
aging sensor of the order of 100 megapixels. Such a huge pixel
matrix is not currently offered by DIC cameras; even if made avail-
able, it would be associated with a larger physical size (Goldstein
2009), slow frame rate, and demand long analysis times. At present,
DIC techniques are applied to AC materials for measuring surface
strain fields or visualizing cracking (Seo et al. 2002; Chehab et
al. 2007; Birgisson et al. 2009; Yi-qiu et al. 2012). In these
studies, the images are of the order of tens of millimeters in
size, and the real- ized displacement accuracy is inferior compared
with LVDTs by at least one order of magnitude.
In light of the aforementioned discussion, it is suggested to
utilize low-resolution grayscale cameras as noncontact sensors for
the optical LVDT. Each camera would point and image a single VGP
with a rudimentary sensing matrix of the size order of 0.1 megapix-
els. The low pixel count enables fast acquisition (i.e., higher
frame rate), holds potential for real-time calculations, and
ensures competi- tive pricing. It is important to note that only
the average in-plane translation of the imaged areas is of
interest, i.e., the distortionwithin the VGPs is of no practical
importance. Such averaging mimics what occurs when a physical
metallic gauge point is glued to a speci- men surface and
mechanically prevents it from deforming. Also, imaging a small
region is advantageous for cylindrical specimens because small
regions on curved surfaces appear nearly planar.
Conceptually, the most closely related study to the current re-
search is the work of Huang et al. (2010) wherein a dual-camera
arrangement was suggested to replace traditional strain gauges for
Portland cement concrete characterization. The study employed two
high-resolution cameras spaced 100 mm apart, each imaging a small
rectangular surface area (3.4 × 4.3 mm) of the tested speci- men.
The device was validated experimentally, by quasi-statically
compressing cylindrical and cubical concrete specimens, measur- ing
their Young’s modulus with standard gear, and comparing the outcome
to that obtained from the dual-camera arrangement. In the study,
the concept was deemed viable based on the resulting moduli values
and spread. However, it should be noted that the work did
Fig. 1. Envisioned optical LVDT for routine testing of asphalt
concrete
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not mention actual camera resolutions, optical attributes of
lenses, or calibration method employed for converting image-space
units into object-space (physical) units. Also, authors reported
that speckle spraying was required because inferior results were
ob- tained when reading the natural material texture.
Speckle Coating
A key experimental feature common to the vast majority of DIC cases
is that the specimens are precoated (prior to testing) with an
artificial speckle pattern. Speckle patterns serve as a carrier of
deformation information for DIC algorithms and as such are con-
sidered a necessity (Sutton et al. 2009). Typically, the procedure
entails covering the specimen with white color followed by spray
painting black dots on it. This technique is a clear drawback when
considering routine testing of AC specimens. Moreover, it has also
been shown that speckle characteristics affect DIC performance
(Lecompte et al. 2006; Haddadi and Belhabib 2008; Pan et al. 2010;
Stoilov et al. 2012; Crammond et al. 2013).
Not many studies are reported in the technical literature in which
natural material textures, with no surface preparation, were read
by a typical DIC algorithm. Marcellier et al. (2001) measured plane
displacement and strain fields in stretched human skin. The images
were captured with an 8-bit grayscale 0.3 megapixel camera (752 ×
582 sensor); the imaged area was approximately 40 × 50 mm in size.
A bilinear interpolation scheme was applied, and the achieved
subpixel precision was only 0.34. More recently, Sjögren et al.
(2011) analyzed the deformation behavior of graphite cast irons.
They used a commercial DIC code for tracking the strain field under
tensile conditions. The images were captured with a 1.3 megapixel
camera (1,392 × 1,040 sensor); the imaged area was only 1.5 × 1.0
mm in size. Study results were presented and dis- cussed, but
without any mention of the precision attained.
Tracking natural material texture has also been reported in con-
nection with the mechanical characterization of cellular materials,
such as polymeric foam (Wang and Cuitino 2002; Roux et al. 2008)
and glass wool (Bergonnier et al. 2005; Hild et al. 2002). In Wang
and Cuitino (2002) a rigid body translation test was performed in
which a block of foam placed on a motorized linear table was im-
aged in different positions. A monochrome 0.3 megapixel digital
camera (768 × 484 sensor), equipped with a telecentric lens, was
used; the object was lit with a fiber optic illuminator. An
iterative search algorithm was employed to minimize the sum of
squared differences between subsets; several different subset sizes
were in- vestigated with two subpixel interpolation schemes. A
standard deviation of 0.04 pixels in translation detection (i.e.,
precision) was reported with bicubic interpolation and subset sizes
of 15 × 15 pixels or larger; imaged area dimensions were not
mentioned. In Bergonnier et al. (2005) crimped glass wool was
imaged with a 1.3 megapixel grayscale camera; each pixel in the
image was ap- proximately 0.15 mm in object-space size. A second
image was prepared from the original, numerically shifted by 0.5
pixels. A DIC algorithm was applied to calculate the imposed
displacement with different subsets and for different subset sizes.
It was reported that the lowest standard deviation, of 0.015
pixels, was produced with 64 × 64 pixel subsets. Further
information regarding bias or interpolation scheme was not
included.
Study Objective
There are three basic challenges associated with the envisioned
device: (1) avoiding the necessity of speckle coating, which is an
obvious disadvantage for routine testing; (2) utilizing low-end
grayscale cameras with low-resolution imaging sensors to
enable
fast acquisition and interpretation, as well as competitive
pricing; and (3) obtaining sufficiently precise and accurate
deformation measurements in AC specimens comparable to LVDTs.
Compliance with these fundamental challenges is considered a first
and essential step toward realizing the optical LVDT concept.
Accordingly, the objective herein is to quantify the error spread
(precision) and error bias (accuracy) by which a natural AC texture
can communicate small translation information to a DIC algorithm.
The entire investigation is based on an analysis of low-resolution
images of cut AC faces.
Approach and Methodology
The approach taken here to pursuing the stated aim was to analyze
image pairs having exact and a priori known subpixel translation
magnitudes. At this early stage of concept evaluation it was
decided to generate the translations digitally and not
experimentally (Reu 2011). This approach focuses the investigation
on displacement detectability while bypassing experimental issues
that can poten- tially affect the outcome, such as image noise,
lighting conditions, lens distortions, mechanical vibrations of the
setup, and out-of- plane specimen movements (Haddadi and Belhabib
2008; Pan et al. 2009; Bornert et al. 2009).
Subsequently, a numerical procedure was followed in which a typical
AC specimen was initially imaged with a 10 megapixel grayscale
camera. This camera and associated lens optics were of high quality
that did not conform to the optical LVDT vision. Next, different
plane translations in two perpendicular directions were digitally
applied to the images. These translations were im- posed in integer
pixel steps, which obviated the need for interpo- lation or any
other subjective handling. Finally, the translated high-resolution
images were downscaled by a factor of 100 (i.e., 10-fold in each
direction). The outcome was a set of 0.1 mega- pixel photos
containing known subpixel translation magnitudes. These
low-resolution images conform to the optical LVDT vision because
they approximate the acquisition performance of a low-end camera. A
similar image-generation approach for subsequent precision
assessment was reported in Kelly et al. (2007) and in Debella-Gilo
and Kääb (2011).
The described process was repeated for three imaged areas that
differed in size. The aim here was to cover a range of practical
VGP dimensions: small (≈ 0.5 mm), medium (≈ 3 mm), and large (≈ 10
mm). These targeted sizes were simply achieved by imaging the same
AC specimen from three different distances. The resulting images
were then processed by a DIC algorithm, from which the precision
and accuracy of displacement detection could be quanti- fied. Later
on, the physical (object-space) dimensions of the pixels in the
three magnification levels were measured. Calibration was achieved
with the DIC algorithm by analyzing a sequence of images in which
the specimen was physically displaced at known intervals by an
accurate piston.
Image Acquisition and Manipulation
The entire investigation presented here made use of a cylindrical
AC specimen fabricated in the laboratory from a typical mixture.
Aggregates for all sieve sizes were composed of quarried and
crushed limestone; binder was unmodified (neat) and classified as
PG-70. The aggregate blend was dense graded with a 19 mm maximum
size; binder content was 4.5%. The material was first mixed under
170°C, then oven-conditioned for 2 h at 155°C, and finally
densified in a gyratory compactor. After an overnight cool-down to
room temperature, the gyratory specimen was cored
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and trimmed to yield a cylindrical specimen, 100 mm in diameter and
180 mm tall, with an air void content of approximately 4.5%.
Diamond coring or saw cutting of compacted mixtures is standard
practice for obtaining AC test specimens; these actions always
yield surfaces with rich optical textures.
The top base of the AC cylinder was glued to the piston of a
single-axis electromagnetic load frame (Instron ElectroPuls E10000,
High Wycombe, U.K.). This piston can be instructed to perform
minute up or down submicron movements, with dis- placements
measured by a built-in optical encoder that has an ac- curacy level
of the order of 0.01 μm. A grayscale camera [IDS Imaging
Development Systems (Obersulm, Germany) uEye model UI5490RE] was
positioned close to the E10000, fixed to a tripod. The image sensor
in this camera is based on CMOS technology; it has a 3,840 × 2,748
pixel matrix, each 1.67 × 1.67 μm in size, re- porting an 8-bit
value for each pixel (12-bit internally). Additionally, the camera
was equipped with an Infiniprobe (0–8 ×∞− 18 mm) zoom lens along
with a blue LED ring light for illuminating the imaged area; uEye
Cockpit software was used for picture acquisi- tion. Refer to Fig.
2 for a schematic diagram of this setup.
The E10000 piston was moved up or down, vertically displacing the
glued AC specimen in front of the camera. Images were ac- quired at
several displacement levels when the specimen was mo- tionless.
This entire procedure was repeated for three different
distances—20, 40, and 80 mm—measured from the front of the zoom
lens to the specimen surface. The adjustments in distance and
tuning of the lens focus were done manually, and for this reason
the imaged locations differed for different magnification
levels.
Table 1 lists the applied piston displacements during which images
were acquired in each of the three imaging distances. As can be
seen, eight photos were taken at the largest magnification (Images
S0 to S7), with the specimen translated by up to 6 μm relative to
the initial position. Eleven photos were taken at the in-
termediate zoom level (images M0 to M10) with piston movements up
to 10 μm. Seven pictures were acquired for the largest imaging
distance (Images L0 to L6), with a maximal specimen translation of
20 μm.
Images S3, M4, and L4 are displayed in Figs. 3–5, respectively.
These three images were randomly selected from the available set in
each magnification level to serve as a basis for synthetic trans-
lations and subsequent numerical investigation. Fig. 3 shows Image
S3, obtained from the closest camera distance of approximately 20
mm (i.e., the largest magnification level). The dimensions of the
imaged zone in the figure are approximately 0.7 × 0.5 mm, cor-
responding to a small VGP. The width of the picture is aligned with
the circumference of the AC cylinder, and the height is aligned
with the cylinder’s length. Bright spots seen in this figure can be
as- cribed to limestone aggregates that were cut during coring or
nat- urally exposed as a result of imperfect binder coating; the
darker areas indicate binder-coated aggregates. Closely spaced
parallel grooves are noticeable in the image; these are scratch
marks result- ing from the core drilling process.
Fig. 4 shows Image M4, obtained from a distance of 40 mm
(intermediate magnification). The dimensions of the imaged zone are
approximately 2.5 × 1.8 mm, corresponding to a medium VGP size. In
this size scale the parallel coring marks are still noticeable. The
edge of an exposed aggregate is seen as the bright zone in the top
central part of the image. Other portions of the image (e.g., lower
right corner) are predominantly dark with very limited brightness
contrast. These near-uniform textured areas, which can randomly
appear on the surface of any AC specimen, pose a chal- lenge for
the DIC algorithm. Fig. 5 shows Image L4, obtained from a distance
of approximately 80 mm (smallest magnification level). The size of
the imaged zone is approximately 9.1 × 6.5 mm, corresponding to a
large VGP size. In this size scale the coring scratches are barely
noticeable. Also, at this scale the overall shape and natural
geologic texture of some of the aggregates become vis- ible. The
image is slightly darker compared with the previous two because of
the greater distance from the ring light.
The high-resolution (3,840 × 2,748 pixels) images shown in Figs.
3–5 were individually translated by integer pixel steps. This was
done in two perpendicular directions in a range of 0 to 10 pix- els
and resulted in a grid of 121 different in-plane translation com-
binations. A perimeter 10 pixels wide was subsequently
trimmed
Fig. 2. Schematic diagram of experimental setup
Table 1. Applied E10000 Piston Movements for Three Different Imaged
Distances
Imaging distance ≈20 mm small VGP (largest magnification)
Imaging distance ≈ 40 mm medium VGP (intermediate
magnification)
Imaging distance ≈ 80 mm large VGP (smallest magnification)
Image identifier Movement (μm) Image identifier Movement (μm) Image
identifier Movement (μm)
S0 0.0 M0 0.0 L0 0.0 S1 0.8 M1 1.0 L1 1.0 S2 1.5 M2 2.0 L2 2.0 S3
2.1 M3 3.0 L3 4.0 S4 3.2 M4 4.0 L4 8.0 S5 4.0 M5 5.0 L5 15.0 S6 5.0
M6 6.0 L6 20.0 S7 6.0 M7 7.0 — — — — M8 8.0 — — — — M9 9.0 — — — —
M10 10.0 — —
Note: VGP = virtual gauge point.
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from all photos, and the resulting 3,820 × 2,728 pixel images were
downscaled by a factor of 100 to a 382 × 273 pixel matrix (i.e.,
10-fold in each direction). This size reduction was achieved with a
bicubic B-spline interpolation method in three successive steps
(1=2, 1=2, and 1=2.5). The outcome was three sets of re-
duced-resolution images, each set linked to a different VGP size
and containing an array of subpixel translations in the range of 0
to 1 pixels at 0.1 pixel intervals. The full set of images acquired
when the AC cylinder was displaced by the E10000 piston (Table 1)
was also downscaled according to the aforementioned procedure.
Because no synthetic translation was applied, there was no need to
trim the perimeters, and the final low-resolution image size was
384 × 275 pixels. This image set contains calibration information,
linking pixel dimensions in image space to physical dimensions in
object space.
Downscaled versions of the images in Figs. 3–5 are shown in Fig. 6.
Note that the main texture features observed at high reso- lution
are visually retained despite the reduced image quality. Also
included in Fig. 6 are the corresponding pixel intensity
histograms. The abscissa in each histogram represents grayscale
values between 0 (black) and 255 (white); the ordinate represents
frequency of oc- currence, i.e., pixel counts normalized by the
total number of pixels in the image. These histograms clearly
indicate that pixel values do not equally span the full intensity
range, i.e., there is room for in- tensity stretching and
equalization algorithms (though not carried out in this study). All
three distributions, while associated with an entire image, closely
resemble speckle pattern histograms. The two close-range photos are
characterized by a unimodal, bell-shaped distribution, whereas at
the largest imaging distance some cluster- ing emerges around two
separate intensity values. In Berfield et al. (2007) it is argued
that patterns characterized by bimodal distribu- tions are less
effective for DIC application.
Accuracy and Precision Investigation
Digital Image Correlation
The theory governing DIC is discussed in many textbooks and
articles and has many derivations and flavors. The most basic for-
mulation was applied in this study—the Lucas–Kanade tracker al-
gorithm for simple in-plane translation (Lucas and Kanade 1981).
Consider two digital images, F and G, composed of a grid of pixels
with discrete grayscale intensity levels. Pixel locations within an
image are identified by positive integer indices i and j; the asso-
ciated gray levels are given by the scalar functions Fði; jÞ and
Gði; jÞ. Assuming Image G is a pure translation of Image F (or vice
versa), the following expression holds: GðiþΔi; jþΔjÞ ¼ Fði; jÞ,
whereΔi andΔj denote the translation magnitudes in the i and j
directions; these translations are not confined to integer
values.
The task of the DIC algorithm is to inferΔi andΔj given a pair of
images contaminated by random noise. To achieve this, the sum of
squared differences (SSD) in gray value intensities between subsets
taken from both images is first defined:
SSDðx; yÞ ¼ X i;j
½Gðiþ y; jþ xÞ − Fði; jÞ2 ð1Þ
in which x and y = trial translation magnitudes; i = summed over i0
− N to i0 þ N; and j = summed over j0 − N to j0 þ N, where i0 and
j0 are the central coordinates of the considered subset with di-
mensions ð2N þ 1Þ × ð2N þ 1Þ. The SSD is a scalar statistic that is
sensitive to the agreement level between the subsets being com-
pared. A set of ðx; yÞ values that minimizes the SSD function
is
Fig. 3. High-resolution AC surface image: small VGP (0.7 × 0.5
mm)
Fig. 4. High-resolution AC surface image: medium VGP (2.5 × 1.8
mm)
Fig. 5. High-resolution image of AC surface: large VGP (9.1 × 6.5
mm)
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taken as the best estimate for the actual translations Δi and Δj
associated with the ði0; j0Þ subset. The minimization is done
iteratively, assuming xð0Þ ¼ yð0Þ ¼ 0 and then performing repeated
updates until the SSD converges to a minimum. The update procedure
between iterations ðnÞ and ðnþ 1Þ is xðnþ1Þ ¼ xðnÞþ ΔxðnÞ and
yðnþ1Þ ¼ yðnÞ þΔyðnÞ; the increments ΔxðnÞ and ΔyðnÞ are computed
by a closed-form expression attained from applying a Gauss–Newton
minimization algorithm (e.g., Baker and Matthews 2004):
" ΔxðnÞ ΔyðnÞ
∂GðnÞ ∂x ðF − GðnÞÞ
ð2Þ
in whichGðnÞ ¼ Gðiþ yðnÞ; jþ xðnÞÞ, F ¼ Fði; jÞ, and the summa-
tion range for i and j is as defined earlier covering the
associated subset.
Computations
The DIC investigation initially focused on calculating the
synthetic grid of 121 translations in each of the 3 magnification
levels. The aim here was to perform error analysis by comparing
known and DIC-inferred translations. The results of this
investigation are ob- tained and reported in pixel units. Later on,
the DIC investigation focused on analyzing the sequence of AC
images obtained in be- tween piston movements (Table 1). Here,
advantage was taken of the accurate axial movement of the E10000
piston to introduce a physical scale into the images and
subsequently calculate their magnification levels. In both
investigations, rectangular subsets containing 4,225 pixels (¼ 65 ×
65) were employed. Subset size affects DIC performance because it
controls the texture information included in the computations. The
size choice herein was guided by previous studies (e.g., Yaofeng
and Pang 2007; Pan et al. 2008),
which demonstrated that a 65 × 65 pixel matrix typically generates
consistent results while balancing computational effort. This
choice was further reinforced from observing that subset entropy
level did not increase with further size enlargement. A bicubic
interpolation scheme was used to evaluate Image G at noninteger
coordinates, as required in Eqs. (1) and (2).
Given that images were translated purely relative to each other,
either digitally or experimentally, inferred translations from
differ- ent subsets should yield identical results. However,
because the natural material texture is analyzed, the brightness
range and pat- tern randomness varies across subsets in a given
image, unlike speckle patterns. These characteristics influence the
smoothness of the search path for optimal translation and therefore
generate nonuniform performance. To better illustrate this point,
Fig. 7 com- pares the SSD function [Eq. (1)] of two different 65 ×
65 subsets taken from Fig. 4 following digital imposition of a five
pixel trans- lation in two perpendicular directions. Subsequent to
downscaling, the imposed vertical and horizontal translations
become 0.5 pixels. The two different subsets are shown on the
right-hand side, and their associated SSD surfaces are shown on the
left-hand side. The theoretical agreement peak (i.e., minimal SSD)
is expected at the central point, indicated by a cross marker, with
coordinates (0.5,0.5). To produce these surfaces, 250,000 values
were com- puted in each case (i.e., a grid of 500 × 500 calculation
points) em- ploying a bicubic interpolation scheme; both contour
lines and color scaling were included to better convey the shape of
the sur- faces. As can be clearly observed, the top subset is
associated with a smooth SSD surface, whereas the bottom subset
generates a rough and jagged surface with several competing optimal
points. Operat- ing the DIC algorithm with such subsets can
potentially lead to inaccurate results.
One option for circumventing this issue is to perform an image
search to identify and reject potentially poor performing subsets.
This could result in a user alert system, requesting that the
optical LVDT be moved, i.e., instructing the user to select a
different VGP. This type of prescreening was not pursued here,
first, because of the desire to allow maximum flexibility in
choosing the monitored
Fig. 6. Low-resolution versions of images in Figs. 3–5 (upper row);
corresponding pixel intensity histograms (lower row)
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points, and second, because a simple, reliable, and computationally
cheap subset evaluation criterion is not readily available. In
turn, the approach followed was statistical in nature, based on
repeated DIC calculations for every pairwise comparison of images
with dif- ferent subsets. If each subset is viewed as an
independent transla- tion sensor, then multisensor fusion
techniques can be used to generate an improved estimate of the
actual translation (Hackett and Shah 1990). In this connection, a
choice was made to employ 250 subsets for every magnification
level. Such a large number generated sufficient data for
interpretation and for identifying and rejecting outliers, if
needed. The 250 coordinate sets of ði0; j0Þ were randomly selected
to ensure objectivity in image coverage because no guidelines exist
for performing a more intelligent subset selec- tion. Moreover, and
in line with recent studies (e.g., Mazzoleni 2013; Pan 2013),
Gaussian prefiltering was employed before com- puting the
derivatives required by Eq. (2). For this purpose a rota- tionally
symmetric filter was employed over a 7 × 7 pixel matrix with a
standard deviation of 2.5 pixels; gradients were subsequently
computed with Sobel convolution kernels.
Results and Error Analysis
Displayed in Figs. 8–10 are computed translations generated by the
DIC procedure superposed over the 121 synthetic grid
translations.
Fig. 8 corresponds to a small VGP (Fig. 3), Fig. 9 to a medium VGP
(Fig. 4), and Fig. 10 to a large VGP (Fig. 5). The results from the
250 individual subsets in each translation case are seen as
clusters of closely spaced circular markers. Accordingly, each
figure con- tains 30,250 DIC computations (¼ 121 × 250). In general
terms, poor performing subsets are associated with less accurate
transla- tion results; for a cluster this shows up as a larger
spread and as bias relative to the associated target grid point.
Within each of the three figures there is noticeably better DIC
performance for integer pixel translations (i.e., four corners of
the grid) compared with all other synthetic targets. Moreover,
across figures (i.e., comparing different magnification levels),
there is no noticeable difference in performance between the small
and medium VGP cases (Figs. 8 and 9); in the large VGP case (Fig.
10) the clusters exhibit a slightly wider spread.
As a way to quantify the DIC performance, the accuracy and
precision of subsets and clusters were statistically analyzed.
Accu- racy was quantified based on translation errors relative to
the grid points; precision was quantified based on the standard
deviation in the errors. For each individual cluster, horizontal
and vertical errors in pixel units were defined for every subset as
the DIC translation (in either direction) minus the associated grid
translation. A graphi- cal depiction of such a computation for one
cluster (i.e., 250 subsets) is illustrated by the scattergram in
Fig. 11. The abscissa
Fig. 7. Visual comparison of SSD surfaces associated with two
different subsets (medium VGP)
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denotes horizontal errors and the ordinate denotes vertical errors;
a large cross marker placed over the coordinate origin indicates
the point of zero error or perfect accuracy, and a solid
rectangular marker designates the centroid of the error cluster. In
this example the standard deviations in the vertical and horizontal
directions are 1.17 × 10−3 and 1.14 × 10−3 pixels, respectively.
The coordi- nates of the centroid (−5.01 × 10−4, 1.12 × 10−3) are
the bias error of the cluster.
A similar analysis was carried out to quantify the DIC perfor-
mance in Figs. 8–10. Separately at each magnification level the
horizontal and vertical errors were computed for all subsets across
all grid points. The top two charts in Fig. 12 show the percentile
ranking of the resulting errors. Each chart refers to a different
direction (either vertical or horizontal) and includes three
curves, indicating data associated with a small VGP (solid line),
medium VGP (dotted line), and large VGP (dashed line). As can be
seen, the abscissa values span a rather narrow range, between −0.01
pixels and 0.02 pixels. The steepness of the curves is indicative
of the associated precision. In this respect the small and medium
VGP cases seem slightly superior the the large VGP case. The
standard deviations (precision) and the bias error (accuracy) are
reported in Table 2 for the two directions. With reference to the
upper part of the table, it can be seen that the performance is
directionally inde- pendent and exhibits very good precision and
accuracy levels of the order of 0.003 pixels. The two bottom charts
in Fig. 12 depict the same information as discussed earlier, but
based on cluster aver- ages and not on individual subsets. While
accuracy naturally re- mains unaffected, as can be graphically
observed, simple averaging improves the precision level. The
outcome of this averaging is also reported in Table 2. The
improvements are on the order of 10% for the small and medium VGP
magnification and 40% for the large VGP.
The physically translated image sets (Table 1) were analyzed using
the previously described DIC procedure. The inferred trans- lations
between image pairs were calculated by simple averaging of the
individual subset results. The outcome for the three magnifica-
tion levels is presented in Fig. 13. The abscissa denotes E10000
piston movements in a range of 0–20 μm; the ordinate denotes the
associated DIC translation. Each circular marker indicates a
computed translation between an image pair. To generate this
figure, the first four images in each magnification level
separately served as references for subsequent images, allowing
more trans- lation information to be extracted from the limited set
originally acquired. Three oblique trend lines were fitted to the
data using
Fig. 8. DIC results for small VGP; computed translations of
individual subsets (circular markers) superposed over synthetic
grid translations (cross markers)
Fig. 9. DIC results for medium VGP; computed translations of
individual subsets (circular markers) superposed over synthetic
grid translations (cross markers)
Fig. 10. DIC results for large VGP; computed translations of
individual subsets (circular markers) superposed over synthetic
grid translations (cross markers)
Fig. 11. Error scattergram example for one cluster composed of 250
subsets (image-space units)
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a least-squares approach, each forced to pass through the origin of
the coordinate axes. The agreement level of the DIC-computed
translations with straight lines was statistically significant,
with R-squared better than 0.99. Such a method can serve as a
calibra- tion procedure for the optical LVDT. The visible scatter,
especially in the medium VGP case, is attributed to vibrations
present during image acquisition. The solid line is associated with
the largest mag- nification level (imaging distance of 20 mm); it
indicates that each pixel corresponds to 1.70 × 1.70 μm in object
space. The dotted
line is associated with the intermediate magnification level
(imaging distance of 40 mm); it indicates that each pixel corre-
sponds to 6.52 × 6.52 μm in object space. Finally, the dashed line
is associated with the smallest magnification level (imaging dis-
tance of 80 mm); it indicates object-space pixel dimensions
of
Fig. 12. Statistical investigation of horizontal and vertical
translation accuracy: (a) all subsets; (b) cluster averages
Table 2. Results of Digital Image Correlation Error Analysis in
Image- Space Units (Refer to Fig. 12)
Direction and error measure Small VGP Medium VGP Large VGP
Based on all subsets (pixels) Horizontal precision 3.06 × 10−3 2.94
× 10−3 3.91 × 10−3 Horizontal accuracy 2.66 × 10−3 3.18 × 10−3 3.66
× 10−3 Vertical precision 2.53 × 10−3 3.22 × 10−3 3.86 × 10−3
Vertical accuracy 3.51 × 10−3 3.11 × 10−3 3.76 × 10−3
Based on cluster averages (pixels) Horizontal precision 2.75 × 10−3
2.53 × 10−3 2.11 × 10−3 Vertical precision 2.27 × 10−3 2.98 × 10−3
2.36 × 10−3
Note: VGP = virtual gauge point.
Fig. 13. Scale calibration based on images of a physically
translated AC specimen (Table 1)
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23.71 × 23.71 μm. Combining the previously calibrated pixel sizes
with the DIC performance from Table 2 suggests that submicron
precision and accuracy are realistically achievable for the envi-
sioned device.
Conclusions and Remarks
Motivated by the need to simplify AC instrumentation for routine
small-strain characterization, this paper put forward an idea for
an optical LVDT. Three fundamental predevelopment challenges were
addressed: (1) performing DICwithout speckle coating, (2) utilizing
a low-resolution grayscale image sensor, and (3) obtaining suffi-
ciently precise and accurate measurements. It was found that DIC
analysis applied to artificially translated images exhibited
variabil- ity in error performance across different subsets. Simple
averaging of inferred translations led to dramatically improved
error charac- teristics. Doing this is equivalent to assuming that
all subsets have identical variance and therefore should be
weighted equally. In this connection, two additional schemes for
outlier identification were attempted: (1) the RANSAC iterative
algorithm (Fischler and Bolles 1981) and (2) the Mahalanobis
generalized distance (De Maesschalck et al. 2000). Both methods
produced marginal improvements compared with simple averaging,
which did not warrant the added computational effort. Ultimately,
DIC transla- tions were detected with a precision and accuracy of
approxi- mately 0.003 pixels (Table 2). This level of error
performance was similar for three different magnifications and for
two in-plane perpendicular translation directions.
Under more realistic experimental conditions, some degradation in
measurement performance is expected for many reasons, e.g., im- age
noises, lens distortions, or mechanical vibrations. However, even
if precision and accuracy degrade relative to the synthetic
conditions by one order of magnitude, i.e., from 0.003 to 0.03,
sub- micron translations comparable to LVDTs could still be
realistically measured by the envisioned device. This conclusion is
valid for a 0.1 megapixel resolution sensor imaging VGP in a size
range of 0.5 to 10 mm. As inexpensive low-end cameras advance
toward 1.0 megapixel resolution, additional margin of error will be
made avail- able to offset imperfect testing environments.
Overall, the three basic challenges associated with the optical
LVDT were met: (1) speckle coating appeared redundant because the
natural texture of cut AC faces carried excellent DIC informa-
tion; (2) low-resolution imaging provided sufficient translation
in- formation of VGPs for subsequent analysis; and (3) the fusion
of computed translations across subsets produced error
characteristics comparable to those of physical LVDTs.
Consequently, the find- ings in this study are deemed favorable,
rendering the envisioned device worthy of consideration.
Future Work
The path toward realizing the optical LVDT concept calls for car-
rying out additional numerical and experimental investigations, as
well as building a working prototype. Future numerical work should
focus on optimizing computational cost and increasing the
reliability of the system, with an eye kept constantly on real-
time application. To achieve this, there is a need to revisit
several heuristic decisions taken in this pilot work: (1) choice of
DIC al- gorithm type, (2) choice of number of analyzed subsets in
an image, (3) strategy for selecting subset locations in an image,
(4) choice of subset size, (5) method of subpixel interpolation,
(6) technique for outlier detection and rejection (e.g., Hodge and
Austin 2004), and (7) fusing method for combining translations
delivered by different
subsets. With respect to experimental work, once a working proto-
type is assembled, there is a need to commence accumulating
practical experience: (1) establish a calibration scheme, (2)
evaluate object illumination options, (3) carry out comparative
measure- ments with physical LVDTs, and (4) test different AC mix
types and specimen configurations to ensure robustness.
Acknowledgments
The authors wish to thank Mr. Alexey Kharitonov from OpteamX
Industrial Cameras Ltd. for allowing access to the imaging equip-
ment and for providing setup guidance as well as experimental
assistance. The financial support of Netivei Israel—National
Transport Infrastructure Company Ltd. is also acknowledged.
References
AASHTO. (2007). “Standard method of test for determining the creep
com- pliance and strength of hot-mix asphalt (HMA) using the
indirect tensile test device.” AASHTO T322, Washington, DC.
AASHTO. (2011). “Standard method of test for determining dynamic
modulus of hot-mix asphalt concrete mixtures.” AASHTO T342,
Washington, DC.
ARA (Applied Research Associates). (2004). “Guide for the
mechanistic- empirical design of new and rehabilitated pavement
structures.” Rep. Project 1–37A, National Cooperative Highway
Research Program, Transportation Research Board, Washington,
DC.
Baker, S., and Matthews, I. (2004). “Lucas-Kanade 20 years on: A
unifying framework.” Int. J. Comput. Vision, 56(3), 221–255.
Berfield, T. A., Patel, J. K., Shimmin, R. G., Braun, P. V.,
Lambros, J., and Sottos, N. R. (2007). “Micro- and nanoscale
deformation measurement of surface and internal planes via digital
image correlation.” Exp. Mech., 47(1), 51–62.
Bergonnier, S., Hild, F., Rieunier, J., and Roux, S. (2005).
“Strain hetero- geneities and local anisotropy in crimped glass
wool.” J. Mater. Sci., 40(22), 5949–5954.
Birgisson, B., Montepara, A., Romeo, E., Roncella, R., Roque, R.,
and Tebaldi, G. (2009). “An optical strain measurement system for
asphalt mixtures.” Mater. Struct., 42(4), 427–441.
Bornert, M., et al. (2009). “Assessment of digital image
correlation meas- urement errors: Methodology and results.” Exp.
Mech., 49(3), 353–370.
Chehab, G. R., Seo, Y., and Kim, Y. R. (2007). “Viscoelastoplastic
damage characterization of asphalt-aggregate mixtures using digital
image cor- relation.” Int. J. Geomech.,
10.1061/(ASCE)1532-3641(2007)7:2(111), 111–118.
Chu, T. C., Ranson, W. F., Sutton, M. A., and Peters, W. H. (1985).
“Applications of digital image correlation techniques to
experimental mechanics.” Exp. Mech., 25(3), 232–244.
Coleri, E., and Harvey, J. T. (2011). “Analysis of representative
volume element for asphalt concrete laboratory shear testing.” J.
Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533.0000344,
1642–1653.
Crammond, G., Boyd, S. W., and Dulieu-Barton, J. M. (2013).
“Speckle pattern quality assessment for digital image correlation.”
Opt. Lasers Eng., 51(12), 1368–1378.
Daniel, J. S., Chehab, G. R., and Kim, Y. R. (2004). “Issues
affecting measurement of the complex modulus of asphalt concrete.”
J. Mater. Civ. Eng., 10.1061/(ASCE)0899-1561(2004)16:5(469),
469–476.
Debella-Gilo, M., and Kääb, A. (2011). “Sub-pixel precision image
match- ing for measuring surface displacements on mass movements
using nor- malized cross-correlation.” Remote Sens. Environ.,
115(1), 130–142.
De Maesschalck, R., Jouan-Rimbaud, D., and Massart, D. L. (2000).
“Tutorial: The Mahalanobis distance.” Chemom. Intell. Lab. Syst.,
50(1), 1–18.
Fischler, M. A., and Bolles, R. C. (1981). “Random sample
consensus: A paradigm for model fitting with applications to image
analysis and automated cartography.” Commun. ACM, 24(6),
381–395.
© ASCE 04016066-10 J. Mater. Civ. Eng.
J. Mater. Civ. Eng., 04016066
D ow
nl oa
de d
fr om
a sc
el ib
ra ry
.o rg
b y
E L
Y A
C H
A R
C E
N T
R A
L L
IB R
A R
Y o
n 03
/2 8/
16 . C
op yr
ig ht
A SC
E . F
or p
er so
Grédiac, M., and Hild, F. (eds.) (2012). Full-field measurements
and identification in solid mechanics, Wiley, Hoboken, NJ.
Hackett, J. K., and Shah, M. (1990). “Multi-sensor fusion: A
perspective.” Proc., IEEE Int. Conf. on Robotics and Automation,
IEEE, New York, 1324–1330.
Haddadi, H., and Belhabib, S. (2008). “Use of rigid-body motion for
the investigation and estimation of the measurement errors related
to digital image correlation technique.” Opt. Lasers Eng., 46(2),
185–196.
Hild, F., Raka, B., Baudequin, M., Roux, S., and Cantelaube, F.
(2002). “Multi-scale displacement field measurements of compressed
mineral wool samples by digital image correlation.” Appl. Opt.,
41(32), 6815–6828.
Hodge, V. J., and Austin, J. (2004). “A survey of outlier detection
methodologies.” Artif. Intell. Rev., 22(2), 85–126.
Huang, Y. H., Liu, L., Sham, F. C., Chan, Y. S., and Ng, S. P.
(2010). “Optical strain gauge vs. traditional strain gauges for
concrete elasticity modulus determination.” Optik, 121(18),
1635–1641.
Kaloush, K. E., Mirza, M. W., Uzan, J., and Witczak, M. W. (2001).
“Specimen instrumentation techniques for permanent deformation
testing of asphalt mixtures.” J. Test. Eval., 29(5), 423–431.
Kelly, D. J., Azeloglu, E. U., Kochupura, P. V., Sharma, G. S., and
Gaudette, G. R. (2007). “Accuracy and reproducibility of a subpixel
extended phase correlation method to determine micron level
displace- ments in the heart.” Med. Eng. Phys., 29(1),
154–162.
Kim, Y. R. (ed.) (2009). Modeling of asphalt concrete, ASCE, New
York.
Kim, Y. R., Lutif, J. E. S., and Allen, D. H. (2009). “Determining
representative volume elements of asphalt concrete mixtures without
damage.” Transp. Res. Rec., 2127, 52–59.
Lecompte, D., et al. (2006). “Quality assessment of speckle
patterns for digital image correlation.” Opt. Lasers Eng., 44(11),
1132–1145.
Levenberg, E., and Uzan, J. (2004). “Quantifying the confidence
levels of deformation measurements in asphalt concrete.” J. Test.
Eval., 32(5), 358–365.
Lucas, B., and Kanade, T. (1981). “An iterative image registration
tech- nique with an application to stereo vision.” Proc., Int.
Joint Conf. on Artificial Intelligence (IJCAI), Vancouver, Canada,
674–679.
Marcellier, H., Vescovo, P., Varchon, D., Vacher, P., and Humbert,
P. (2001). “Optical analysis of displacement and strain fields on
human skin.” Skin Res. Technol., 7(4), 246–253.
Mazzoleni, P. (2013). “Uncertainty estimation and reduction in
digital image correlation measurements.” Ph.D. dissertation,
Polytechnic Univ. of Milan, Milan, Italy.
Nyce, D. S. (2004). Linear position sensors: Theory and
application, Wiley, Hoboken, NJ.
Pan, B. (2013). “Bias error reduction of digital image correlation
using Gaussian pre-filtering.” Opt. Lasers Eng., 51(10),
1161–1167.
Pan, B., Lu, Z., and Xie, H. (2010). “Mean intensity gradient: An
effective global parameter for quality assessment of the speckle
patterns used in digital image correlation.” Opt. Lasers Eng.,
48(4), 469–477.
Pan, B., Qian, K., Xie, H., and Asundi, A. (2009). “Two-dimensional
digital image correlation for in-plane displacement and strain
measure- ment: A review.” Meas. Sci. Technol., 20(6), 1–17.
Pan, B., Xie, H., Wang, Z., Qian, K., andWang, Z. (2008). “Study on
subset size selection in digital image correlation for speckle
patterns.” Opt. Express, 16(10), 7037–7048.
Peters, W. H., and Ranson, W. F. (1982). “Digital imaging
techniques in experimental stress analysis.” Opt. Eng., 21(3),
427–431.
Reu, P. L. (2011). “Experimental and numerical methods for exact
subpixel shifting.” Exp. Mech., 51(4), 443–452.
Roux, S., Hild, F., Viot, P., and Bernard, D. (2008).
“Three-dimensional image correlation from X-ray computed tomography
of solid foam.” Compos. Part A, 39(8), 1253–1265.
Scholey, G. K., Frost, J. D., Lo Presti, D. C. F., and
Jamiolkowski, M. (1995). “A review of instrumentation for measuring
small strains during triaxial testing of soil specimens.” Geotech.
Test. J., 18(2), 137–156.
Seo, Y., Kim, Y. R., Witczak, M. W., and Bonaquist, R. (2002).
“Applica- tion of digital image correlation method to mechanical
testing of asphalt-aggregate mixtures.” Transp. Res. Rec., 1789,
162–172.
Sjögren, T., Persson, P. E., and Vomacka, P. (2011). “Analyzing the
defor- mation behavior of compacted graphite cast irons using
digital image correlation techniques.” Key Eng. Mater., 457,
470–475.
Stoilov, G., Kavardzhikov, V., and Pashkouleva, D. (2012). “A
comparative study of random patterns for digital image
correlation.” J. Theor. Appl. Mech., 42(2), 55–66.
Sutton, M. A., McNeill, S. R., Jang, J., and Babai, M. (1988).
“Effects of subpixel image restoration on digital correlation error
estimates.” Opt. Eng., 27(10), 870–877.
Sutton, M. A., Orteu, J., and Schreier, H. W. (2009). Image
correlation for shape, motion and deformation measurements: Basic
concepts, theory and applications, Springer, New York.
Tian, Q., and Huhns, M. N. (1986). “Algorithms for subpixel
registration.” Comput. Vision Graphics Image Process., 35(2),
220–233.
uEye Cockpit [Computer software]. IDS Imaging Development Systems
(IDS), Obersulm, Germany.
Ullidtz, P., et al. (2010). “CalME: Mechanistic-empirical design
program for flexible pavement rehabilitation.” Transp. Res. Rec.,
2153, 143–152.
Velasques, R. A. (2009). “On the representative volume element of
asphalt concrete with applications to low temperature.” Ph.D.
dissertation, Univ. of Minnesota, Minneapolis.
Wang, Y., and Cuitino, A. M. (2002). “Full-field measurements of
hetero- geneous deformation patterns on polymeric foams using
digital image correlation.” Int. J. Solids Struct., 39(13–14),
3777–3796.
Weissman, S. L., Sackman, J. L., Harvey, J., and Long, F. (1999).
“Selec- tion of laboratory test specimen dimension for permanent
deformation of asphalt concrete pavements.” Transp. Res. Rec.,
1681, 113–120.
Witczak, M. W., Kaloush, K., Pellinen, T., El-Basyouny, M., and
Von-Quintus, H. (2002). “Simple performance test for Superpave mix
design.” National Cooperative Highway Research Program, Rep. 465,
National Academy Press, Washington, DC.
Yaofeng, S., and Pang, J. (2007). “Study of optimal subset size in
digital image correlation of speckle pattern images.” Opt. Lasers
Eng., 45(9), 967–974.
Yi-qiu, T., Lei, Z., Meng, G., and Li-yan, S. (2012).
“Investigation of the deformation properties of asphalt mixtures
with DIC technique.” Constr. Build. Mater., 37, 581–590.
Zhang, J., Jin, G., Ma, S., and Meng, L. (2003). “Application of an
improved subpixel registration algorithm on digital speckle
correlation measurement.” Opt. Laser Technol., 35(7),
533–542.
Zhou, F., Fernando, E., and Scullion, T. (2010). “Development,
calibration, and validation of performance prediction models for
the Texas M-E flexible pavement design system.” Rep.
FHWA/TX-10/0-5798-2, Federal Highway Administration, Washington,
DC.
Zhou, P., and Goodson, K. E. (2001). “Subpixel displacement and
deformation gradient measurement using digital image/speckle Corre-
lation (DISC).” Opt. Eng., 40(8), 1613–1620.
© ASCE 04016066-11 J. Mater. Civ. Eng.
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