Request More Info
Technical Approach
Specifications
Technology Today Article
Contact Us
SwRI Information
Home
|
Principle of DSL 3-D Imaging Operation
The theory of DSL 3-D (patent pending) measurement
is based on quadric surfaces defined by a projected rotating grid
pattern. The X, Y, Z coordinates of a point on a measured surface are
calculated from the intersection of a pixel ray from the camera and a
quadric surface. This method
-
is scalable, from
precision measurements of small parts to surface characterization of
panels measuring 5 or 10 feet on a side
-
can be used on
objects with a wide range of surface brightness or reflection
-
does not rely on
assumptions inherent in, or implied by, parallel projection
-
does not require an
accurate measurement of the orientations and locations of system
components at calibration time
-
is generally
applicable to any projection system in which projected points on a
rotating grid sweep out quadric surfaces.
Using DSL 3-D
System for Small Parts
The DSL 3-D system has been used to measure small
parts (approximately 2 in. × 2 in.) with an accuracy of 0.004 in. The
root mean square (RMS) error of a point cloud (76,000 points) on a gage
block surface has been measured at 0.0012 in. Dense point clouds can be
used to construct a surface mesh for dimensional inspection, reverse
engineering, or surface rendering. The images below show a photograph of
a small machined part and a wire-frame model of the part constructed
with data recorded by the DSL 3-D imaging system. The data can be used
for dimensional inspection in 3 dimensions. The wire-frame data can also
be converted to a CAD file format (such as DXF) for use in reverse
engineering applications.
 |
|
 |
|
Machined part |
|
Wire frame representation |
The DSL 3D concept is being adapted to a microscope probe station for
3-D measurement of MEMS devices.
Using DSL 3-D
System for
Larger Area Measurements
Using shorter focal length lenses on the projector and camera allows DSL
3-D imaging to be used for measuring larger areas. Several aircraft
control surfaces were measured with the camera and projector calibrated
for a 4-ft × 8-ft field of view. Visual inspection (photo below, left)
of a damaged flap shows a dent, but does not provide any quantitative
measure of the damage. DSL 3-D imaging provides an accurate measurement
for damage assessment. Below, right, is a wire mesh representation of
the aircraft flap. The maximum depth of this dent calculated from the
3-D image was 0.118 in., which is in excellent agreement with the
0.120 in. measured with a dial indicator.
 |
|
 |
|
Flap with dent in surface |
|
Wire frame representation of dented flap |
DSL System Parameters
The design of a DSL measurement system involves selecting desired
performance parameters of field of view, measurement resolution, and
measurement time.
-
The field of view can be scaled to fit specific applications by
selecting appropriate lenses and specifying the standoff distance for
the camera and the grid projector. A large field of view (for large
objects) will require larger standoff distances, short focal length
lenses, and a higher power light source. The standoff distance will
typically be greater than the linear dimension of the object to be
measured.
-
The resolution of points measured in the field of view is determined by
the resolution of the camera imaging array; typically, from several
hundred to 1,000 pixels square for most machine vision cameras capable
of high frame rates.
-
The resolution that can be obtained in Z (elevation) depends on both the
field of view and the number of images recorded for processing. The
highest resolution is obtained for small fields of view and a large
number of recorded images.
-
Measurement time includes time for acquiring a sequence of images of the
object and time for computing the elevation at selected points on the
surface. The image acquisition time depends on the number of image
frames recorded and the frame rate of the camera.
For a given field of view, higher resolution can be obtained by
acquiring data for longer periods of time. The plot below shows
theoretical measurement resolution vs. image frames recorded for
measurement areas (field of view) ranging from 0.25 in. to 8 ft. For
example, measuring a resolution of 0.003 in. over a 1-ft. × 1-ft. area
would require approximately 3,000 recorded frames for an acquisition
time of about 50 sec. at 60 frames per second (fps) or about 6 sec.
using a 480-fps camera.
 |
|
Graph showing theoretical resolution by FOV and image
frames recorded |
The process of generating a 3-D image includes two distinct steps:
-
With a part in position in the field of view, image frames are
transferred from the camera as the grating rotates. Initial image
processing is conducted in real-time as images are acquired from the
camera. Image acquisition continues while the grating rotates through at
least one revolution to obtain a full cycle of the projected pattern.
After all images are acquired and initial processing results are stored
in memory, the part can be moved from the measurement station while the
elevations at selected grid locations on the surface are calculated.
-
With all images acquired, the second step begins—coordinates of
selected points are computed from the intermediate processing results.
Using a 1-GHz Pentium computer as the hardware platform, the coordinates
can be computed at a rate of approximately 20,000 points per second.
Reverse engineering applications might require evaluation of a dense
point cloud (300,000 points), which would require a computation time of
15 seconds using the 1-GHz platform. Lower density sampling may be
appropriate for many applications, and these would have correspondingly
shorter evaluation time periods.
For more information about DSL 3-D imaging capabilities at SwRI or how you can contract with SwRI,
please contact
Ernest
Franke, PhD, PE at
efranke@swri.org or (210) 522-3678. |
|
Contact Information |
|
Ernest Franke, PhD, PE DSL 3-D Imaging (210)
522-3678 efranke@swri.org |
|
Related Terminology |
|
digital imaging software
3-D imaging
surface roughness measurement
automated optical inspection
surface angle measurement
surface profile measurement systems
noncontact surface finish measurement
automated dimensional inspection
reverse engineering
rapid prototyping |
|
|
|
|
|
|
Southwest Research Institute® (SwRI®), headquartered
in San Antonio, Texas, is a multidisciplinary, independent, nonprofit, applied
engineering and physical sciences research and development organization with 11
technical divisions.
|