6,937 research outputs found
A pilot study for the digital replacement of a distorted dentition acquired by Cone Beam Computed Tomography (CBCT)
Abstract
Introduction: Cone beam CT (CBCT) is becoming a routine imaging modality designed for the maxillofacial region. Imaging patients with intra-oral metallic objects cause streak artefacts. Artefacts impair any virtual model by obliterating the teeth. This is a major obstacle for occlusal registration and the fabrication of orthognathic wafers to guide the surgical correction of dentofacial deformities.
Aims and Objectives: To develop a method of replacing the inaccurate CBCT images of the dentition with an accurate representation and test the feasibility of the technique in the clinical environment.
Materials and Method: Impressions of the teeth are acquired and acrylic baseplates constructed on dental casts incorporating radiopaque registration markers. The appliances are fitted and a preoperative CBCT is performed. Impressions are taken of the dentition with the devices in situ and subsequent dental models produced. The models are scanned to produce a virtual model. Both images of the patient and the model are imported into a virtual reality software program and aligned on the virtual markers. This allows the alignment of the dentition without relying on the teeth for superimposition. The occlusal surfaces of the dentition can be replaced with the occlusal image of the model.
Results: The absolute mean distance of the mesh between the markers in the skulls was in the region of 0.09mm ± 0.03mm; the replacement dentition had an absolute mean distance of about 0.24mm ± 0.09mm. In patients the absolute mean distance between markers increased to 0.14mm ± 0.03mm. It was not possible to establish the discrepancies in the patient’s dentition, since the original image of the dentition is inherently inaccurate.
Conclusion: It is possible to replace the CBCT virtual dentition of cadaveric skulls with an accurate representation to create a composite skull. The feasibility study was successful in the clinical arena. This could be a significant advancement in the accuracy of surgical prediction planning, with the ultimate goal of fabrication of a physical orthognathic wafer using reverse engineering
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Framing digital tools and techniques in built heritage 3D modelling: the problem of level of detail in a simplified environment
Recently, the built heritage sector has witnessed an increase demand for 3D models of historical sites mainly
due to the widespread of new technologies in buildings’ surveying. Although these technologies have been credited for enabling highly detailed 3D modelling of the built heritage, their implementation is still so complex and costly. This research aims to explore the possibility of implementing new low-cost digital acquisition technologies and modelling techniques as an alternative to the existing expensive ones in terms of level of detail (LOD), as an attempt to enable low-skilled
users in simplified environment, which are faced paced leaning milieus in education, places with high constraints, or developing countries, to practically learn about their built heritage; consequently, contribute to its preservation. To achieve this purpose, the most diffused SFM and laser scanning open-source packages were first cross-compared using web-content analysis data collection method. Afterwards, the best programme from each category namely; Autodesk 123D catch and Reconstructme, accompanied with Canon D550 camera and Xbox Kinect, respectively, were intensively evaluated through an experiment. The analysis of the findings has suggested that low-cost close-range photogrammetry
can replace laser scanning when there is a lack of funding and time
Development of Bridge Information Model (BrIM) for digital twinning and management using TLS technology
In the current modern era of information and technology, the concept of Building Information Model (BIM), has made revolutionary changes in different aspects of engineering design, construction, and management of infrastructure assets, especially bridges. In the field of bridge engineering, Bridge Information Model (BrIM), as a specific form of BIM, includes digital twining of the physical asset associated with geometrical inspections and non-geometrical data, which has eliminated the use of traditional paper-based documentation and hand-written reports, enabling professionals and managers to operate more efficiently and effectively. However, concerns remain about the quality of the acquired inspection data and utilizing BrIM information for remedial decisions in a reliable Bridge Management System (BMS) which are still reliant on the knowledge and experience of the involved inspectors, or asset manager, and are susceptible to a certain degree of subjectivity. Therefore, this research study aims not only to introduce the valuable benefits of Terrestrial Laser Scanning (TLS) as a precise, rapid, and qualitative inspection method, but also to serve a novel sliced-based approach for bridge geometric Computer-Aided Design (CAD) model extraction using TLS-based point cloud, and to contribute to BrIM development. Moreover, this study presents a comprehensive methodology for incorporating generated BrIM in a redeveloped element-based condition assessment model while integrating a Decision Support System (DSS) to propose an innovative BMS. This methodology was further implemented in a designed software plugin and validated by a real case study on the Werrington Bridge, a cable-stayed bridge in New South Wales, Australia. The finding of this research confirms the reliability of the TLS-derived 3D model in terms of quality of acquired data and accuracy of the proposed novel slice-based method, as well as BrIM implementation, and integration of the proposed BMS into the developed BrIM. Furthermore, the results of this study showed that the proposed integrated model addresses the subjective nature of decision-making by conducting a risk assessment and utilising structured decision-making tools for priority ranking of remedial actions. The findings demonstrated acceptable agreement in utilizing the proposed BMS for priority ranking of structural elements that require more attention, as well as efficient optimisation of remedial actions to preserve bridge health and safety
Robot Assisted 3D Shape Acquisition Optical Systems
In this chapter, a short description of the basic concepts about optical methods for the
acquisition of three-dimensional shapes is first presented. Then two applications of the
surface reconstruction are presented: the passive technique Shape from Silhouettes and the
active technique Laser Triangolation. With both these techniques the sensors (telecameras
and laser beam) were moved and oriented by means of a robot arm. In fact, for complex
objects, it is important that the measuring device can move along arbitrary paths and make
its measurements from suitable directions. This chapter shows how a standard industrial
robot with a laser profile scanner can be used to achieve the desired d-o-f.
Finally some experimental results of shape acquisition by means of the Laser Triangolation
technique are reported
Geometric accuracy evaluation of mobile terrestrial LIDAR surveys with supporting algorithms
Mobile Mapping System (MMS) technology is widely used for many applications, hence quantifying its accuracy is a very important and essential task and is a primary focus of this research. In general, to perfrom geometric accuracy evaluation of MMS data, validation points/features are needed. A method is needed to capture a point feature off the roadway in a position where a target on the ground surface would not be visible to the scanner. In this study, eight sphere targets with 14 diameter were placed on the shoulder of the roadway over validation points on the ground. The sphere targets were constructed from injection molded spherical light fixtures. Through a calibration process, they were verified as consistent in size and shape at the 1 mm level. The targets were scanned by four different MMSs (two of design grade and two of asset grade) on two established Test Sites representing different roadway environments (highway and urban settings). Two different selectable data rates (250 KHz and 500 KHz) were also exercised in the data collection as well as two different vehicle driving techniques for data collection (with and without acceleration while the vehicle is turning). Absolute and relative accuracy of the dataset obtained from MMS are of interest. All of these characteristics and factors have been geometrically evaluated through the developed procedures. An automatic sphere target detection/estimation algorithm was developed to detect and extract the scanned sphere target points by eliminating most of the adjacent non-sphere points via a 3D Hough transform process. Following this, the sphere center is robustly located through estimation via L1-norm minimization which allows outliers (ex. tribrach points) to be detected and automatically eliminated. Subsequently the final sphere target center is estimated through least squares. This procedure is robust to several sources of non-random noise. Through error propagation, the precision of the center point estimation is SE90 = 0.20 cm (radius for spherical error, 90%). The case of disturbed targets was able to be detected with the results from this algorithm as well. Although such geometric targets have been widely used in static laser scanning, their use in Mobile Mapping has not been thoroughly studied. Another contribution from this research is that L1-estimation has been applied to all methods of forming condition equations. Those are indirect observations (line fitting), observations only (level network), and mixed model (dependent relative orientation of stereo pair images) problems. Existing published work has exclusively been applied to the indirect observations form of condition equation representation. In this test, outliers which were intentionally added to observations of all the problems were correctly detected. Additionally, L1-estimation was implemented to each of the problems by two different approaches: 1) by using a linear programming approach solved by the simplex method, 2) by a brute force method (exhaustive search for all possible sets of solutions). Results from both approaches are identical. This has verified the idea that the linear programming approach can be used as a convenient tool for implementing L1-estimation for all methods of forming the condition equations
Robot assisted 3D shape acquisition by optical systems
In this chapter, a short description of the basic concepts about optical methods for the acquisition of three-dimensional shapes is first presented. Then two applications of the surface reconstruction are presented: the passive technique Shape from Silhouettes and the active technique Laser Triangolation. With both these techniques the sensors (telecameras and laser beam) were moved and oriented by means of a robot arm. In fact, for complex objects, it is important that the measuring device can move along arbitrary paths and make its measurements from suitable directions. This chapter shows how a standard industrial robot with a laser profile scanner can be used to achieve the desired d-o-f. Finally some experimental results of shape acquisition by means of the Laser Triangolation technique are reported
Equine body weight estimation using three-dimensional images
Includes bibliographical references.2015 Summer.Accurately estimating the body weight (BW) of a horse is important in order to make appropriate management and treatment decisions. Most field equine veterinarians and experienced equine people, however, visually estimate BW because large animal scales are impractical for field use due to the weight (>80 kg), size (length >200 cm), and cost (>$1,000). There are some alternative BW estimation methods such as a weight tape or BW estimation using a combination of heart girth and body length measurements. These methods, however, have 5 - 15% or even higher margin of error. According to human studies, there is a high correlation between BW and body volume (BV). Correlation coefficient (R) between these two variables is 0.996-0.998. Our study was designed to develop methods to estimate the BW of horses by using 3D image based BV measurement. 3D imaging technology allows easy and accurate measurement of diverse indices of an object, including the volume. Recent development of Structure-light 3D scanning technology allows 3D scanning of an object as large as 3 by 3 square meter in a short time. In this study, 3D images of 22 and 11 horses were obtained by using 3D scanning (3DScan) and photogrammetry (2Dto3D), respectively. BV and trunk volume (TV) of the horses were measured from the obtained 3D images. Measurements of BW using five conventional methods (visual estimation, 2 weight tapes (Purina, Shell), estimated BW by using heart girth and body length (Carroll’s formula), and a large animal scale) were also conducted, and the data of body condition score (BCS), sex, coat color, and coat type of the horses were collected. Linear regression models to estimate the BW of the horse based on the volume and other independent variables were developed using regression model stepwise selection procedures (P<0.05). Variables selected in 3DScan method were BV, sex, and coat type, and, in 2Dto3D method, BV (TV) was selected. The coefficient of determination of the developed regression models were 0.95 and 0.78-0.82, respectively, and the average percent errors of the predicted BW compared to the true BW of horses were 2.07 % and 2.67 %, respectively. The accuracy of the 3DScan method was significantly more accurate than WT, Carroll’s formual, and VE (P<0.05). 3D image based BW measurement method had higher accuracy and convenience compared to conventional alternative BW measuring methods. Accurate and easy determination of BW using 3D images will allow for regular BW measurement in the field and allow optimal equine health management by equine stakeholders and practitioners. The 3D images obtained in this study were highly detailed. Further graphical analysis of the obtained 3D images will make it possible to use this technology on automatic evaluation of body condition score, equine conformation evaluation, breed registration, and the study of pharmacokinetics and dynamics of newly developed drugs. This research findings may also have utility for application to wild or zoo animals such as the elephant, rhinoceros, or even the tiger where hands on collection of body weight would be challenging
Laser Scanner Technology
Laser scanning technology plays an important role in the science and engineering arena. The aim of the scanning is usually to create a digital version of the object surface. Multiple scanning is sometimes performed via multiple cameras to obtain all slides of the scene under study. Usually, optical tests are used to elucidate the power of laser scanning technology in the modern industry and in the research laboratories. This book describes the recent contributions reported by laser scanning technology in different areas around the world. The main topics of laser scanning described in this volume include full body scanning, traffic management, 3D survey process, bridge monitoring, tracking of scanning, human sensing, three-dimensional modelling, glacier monitoring and digitizing heritage monuments
A validation study of the measurement accuracy of SCENE and SceneVision 3D software programs.
This descriptive study sought to determine the measurement accuracy of two 3D modeling software programs used in crime scene processing and reconstruction. These two programs are FARO's SCENE and 3rdTech's SceneVision 3D. This study compared the measurement difference means to guidelines published by the National Institute for Standards and Technology (NIST). A statistical analysis was performed by subtracting the manual measurement from the measurements from SCENE and SceneVision 3D. These differences were used in a paired t-test. The measurement difference means for each program were found to be within the NIST guidelines. The outcome of the paired t-test showed a statistical but not practical significance in the measurement differences. SCENE was found to be slightly more accurate than SceneVision 3D
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