2000
DOI: 10.1109/19.850406
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Calibration and performance evaluation of a 3-D imaging sensor based on the projection of structured light

Abstract: In this paper, the procedure developed to calibrate a whole-field optical profilometer and the evaluation of the measurement performance of the system are presented. The sensor is based on the projection of structured light and on active triangulation. The dependence of the measurements on the geometric parameters of the system is shown, as well as the criterion to calibrate the system. From the extensive set of experiments carried out to evaluate the measurement performance, good linearity has been observed, … Show more

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Cited by 111 publications
(48 citation statements)
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“…New concepts and technology including Solid State LiDAR and simultaneous localization and mapping (SLAM) have pushed dynamic acquisition for quickly mapping with a lower accuracy the surroundings, extending cases using HMLS (Hand-held mobile laser scanning) [31], MMS (Mobile Mapping System) [32], or more recently MMBS (Mobile Mapping Backpack System) [33]. At the object scale, active sensors namely for active triangulation, structured light and computer tomography for 3D modelling is widely used due to its high precision, and adaptation to small isolated objects [34]. Moving to ground technologies, surveys are precise in detecting sub-surface remains.…”
Section: Archaeological Field Workmentioning
confidence: 99%
“…New concepts and technology including Solid State LiDAR and simultaneous localization and mapping (SLAM) have pushed dynamic acquisition for quickly mapping with a lower accuracy the surroundings, extending cases using HMLS (Hand-held mobile laser scanning) [31], MMS (Mobile Mapping System) [32], or more recently MMBS (Mobile Mapping Backpack System) [33]. At the object scale, active sensors namely for active triangulation, structured light and computer tomography for 3D modelling is widely used due to its high precision, and adaptation to small isolated objects [34]. Moving to ground technologies, surveys are precise in detecting sub-surface remains.…”
Section: Archaeological Field Workmentioning
confidence: 99%
“…In this method, the 3-D reconstruction procedure uses corresponding points between the left and right images [2], which are extracted from epipolar lines [3]. Since the procedure is just derived from two images and calibrated parameters, the 3-D errors are consisting of two parts: (1) the phase matching errors of corresponding points, and (2) the uncertainty of calibration [4]. Because the errors result from calibration are related to certain calibration process and tend to be predictable, they will not be discussed in this paper.…”
Section: Introductionmentioning
confidence: 99%
“…Several sinusoidal patterns with shifted phases are used for projection onto target objects and then the deformed sinusoidal patterns are captured through two cameras from different directions thus a pixel-to-pixel phase matching is acquired and 3-D points are reconstructed through triangulation [4]. As the projection device is involved, the accuracy is contributed by many projection factors such as ambient light noise, object reflectivity and curve surface [5].…”
Section: Introductionmentioning
confidence: 99%
“…Techniques using Moiré gratings and sinusoids [3,4,5,6] are much more resistant to noise and reflectance variations, but requires both knowledge of the topology and points of known depth in the scene. In systems using black and white stripes [7] or colored stripes [8,9] the resolution of the range map obtained from a single image is limited by the discrete number of possible pattern encodings. Higher resolution is attained by using a temporal sequence of images and patterns.…”
Section: Introductionmentioning
confidence: 99%