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Representation of a possible measurement accident for the MScMS-II: the authentic target P (with high light intensity) is not detected by D 4 because of the interposed obstacle. On the contrary, the false target F – which is ignored by the other cameras because of the low light intensity – is erroneously detected by D 4 . 

Representation of a possible measurement accident for the MScMS-II: the authentic target P (with high light intensity) is not detected by D 4 because of the interposed obstacle. On the contrary, the false target F – which is ignored by the other cameras because of the low light intensity – is erroneously detected by D 4 . 

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In the field of large-scale dimensional metrology, new distributed systems based on different technologies have blossomed over the last decade. They generally include (1) some targets to be localized and (2) a network of portable devices, distributed around the object to be measured, which is often bulky and difficult to handle. The objective of th...

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... us now consider a possible accident that can occur using a MScMS-II or a generic system based on IR photogrammetric technology for locating targets: false targets . Referring to the configuration in Figure 7, suppose that a generic point P inside the measurement volume has to be localized. All the network devices, with the exception of one, that is, D 4 , are able to cor- rectly measure the angles ( u M i and f M i ) subtended by P . An obstacle, for example, an operator who performs the measurement, is interposed between P and D 4 , blocking it. At the same time, the IR light reflection on a polished surface within the measurement volume produces a false target ( F ). This false target is ignored by almost all devices, thanks to a selective technique according to which – in the presence of multiple targets – only those with greater light intensity ( P in this case) are regarded as authentic, while others are excluded. On the contrary, being unable to see P since it is blocked, device D 4 wrongly considers F as a target (see the representation in Figure 9). The consequence is that the angular measurements by D 4 are wrong. See the example in Table 3(a). In this case, the algorithm will produce the following wrong localization solution: P [ ð 104 : 0, 1062 : 2, 271 : 8 Þ , (mm), characterized by a high level of error: EF ( P ) ffi 28 : 02 . 3 : 50. Owing to this result, this diagnostics suggests rejecting the measurement. After removing the obstacle, the new angles observed by D 4 are u 9 M 1 = 304 : 44 8 and f 9 M 1 = 72 : 96 8 , while those relating to the remaining devices are almost identical to the previous ones (see Table 3(b)). The new localization is P [ ð 85 : 5, 1035 : 8, 299 : 6 Þ (mm). The corresponding EF value is EF ( P ) ffi 2 : 13 4 3 : 50. Hence, the new localization can be considered reliable and the measurement is accepted. As described in Section ‘The MScMS-II’, the hand-held probe is equipped with two targets – that is, A [ ( X A , Y A , Z A ) and B [ ( X B , Y B , Z B ). The distance between the two probe devices ( d AB ) is a priori known (see Figure 5(b)). On the contrary, having localized the two targets, their Euclidean distance can be estimated ...

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... Since the system in Eq. 2 is over-defined (more equations than unknown parameters), there are several possible solution approaches [22,23]. This system can be solved by applying the Generalized Least Squares (GLS) method, which gives greater weight to the contributions from equations that produce less uncertainty and vice versa [21]. ...
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... And a different AS has a different length of riveting path. Hence, 1 School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing, P.R. China 2 Jiangsu Key Laboratory for Design and Manufacture of Micro-Nano Biomedical Instruments, School of Mechanical Engineering, Southeast University, Nanjing, P.R. ...
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... i represents a counterclockwise rotation around the new y i axis, which was rotated by ω i ; Ä i represents a counterclockwise rotation around the new z i axis, which was rotated by ω i and then i ; for details, see [8]. ...
... The system in Eq. (12) can be solved when P is "seen" by at least two devices (2 angles × 2devices = 4 total equations). Since this system is overdefined (more equations than unknown parameters), there are several possible solution approaches, ranging from those based on the iterative minimization of a suitable error function [8], to those based on the Least Squares method [11]. ...
... and 0 is a 2 × 2 matrix of zeros. We note that block J i depends on the coordinates of P, in the local coordinate system of the ith network device; they can be expressed as a function of the global coordinates, by applying the transformation in Eq. (8). To define the elements in J i , P has therefore to be localized, at least roughly. ...
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Recent studies show that the combined use of large-volume metrology (LVM) systems (e.g., laser trackers, rotary-laser automatic theodolites, photogrammetric systems, etc.) can lead to a systematic reduction in measurement uncertainty and a better exploitation of the available equipment. The objective of this paper is to present some diagnostic tests for combinations of LVM systems that are equipped with distance and/or angular sensors. Two are the tests presented: A global test to detect the presence of potential anomalies during measurement and a local test to isolate any faulty sensor(s). This diagnostics is based on the cooperation of sensors of different nature, which merge their local measurement data, and it can be implemented in real-time, without interrupting or slowing down the measurement process. The description of the tests is supported by several experimental examples.
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Recent studies show that the combined use of large-volume metrology (LVM) systems (e.g., laser trackers, rotary-laser automatic theodolites, photogrammetric systems, etc.) can lead to a systematic reduction in measurement uncertainty and a better exploitation of the available equipment. The objective of this paper is to present some diagnostic tests for combinations of LVM systems that are equipped with distance and/or angular sensors. Two are the tests presented: a global test to detect the presence of potential anomalies during measurement and a local test to isolate any faulty sensor(s). This diagnostics is based on the cooperation of sensors of different nature, which merge their local measurement data, and it can be implemented in real-time, without interrupting or slowing down the measurement process. The description of the tests is supported by several experimental examples.
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Recent studies show that the combined use of Large-Volume Metrology (LVM) systems (e.g., laser trackers, rotary-laser automatic theodolites (R-LATs), photogrammetric cameras, etc.) can lead to a systematic reduction in measurement uncertainty and a better exploitation of the available equipment. Unfortunately, the sensors of a specific LVM system are usually able to localize only specific targets (i.e., active/passive elements positioned in the measurement volume) and not necessarily those related to other systems (e.g., the reflective markers for photogrammetric cameras cannot be used for R-LATs or laser trackers); this represents an obstacle when using combinations of different LVM systems. This paper describes the design of a new modular probe, with different typologies of targets and integrated sensors, which allows to simplify the measurement process. The probe is versatile as the number of targets, their typology and spatial position can be customized depending on the combination of LVM systems in use. A detailed analysis of the technical and functional characteristics of the probe is followed by the presentation of a mathematical/statistical model for the real-time probe localization. Description is supported by realistic application examples.