970 resultados para Image Correlation


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This paper emphasizes the influence of micro mechanisms of failure of a cellular material on its phenomenological response. Most of the applications of cellular materials comprise a compression loading. Thus, the study focuses on the influence of the anisotropy in the mechanical behavior of cellular material under cyclic compression loadings. For this study, a Digital Image Correlation (DIC) technique (named Correli) was applied, as well as SEM (Scanning Electron Microscopy) images were analyzed. The experimental results are discussed in detail for a closed-cell rigid poly (vinyl chloride) (PVC) foam, showing stress-strain curves in different directions and why the material can be assumed as transversely isotropic. Besides, the present paper shows elastic and plastic Poisson's ratios measured in different planes, explaining why the plastic Poisson's ratios approach to zero. Yield fronts created by the compression loadings in different directions and the influence of spring-back phenomenon on hardening curves are commented, also.

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Compared with other mature engineering disciplines, fracture mechanics of concrete is still a developing field and very important for structures like bridges subject to dynamic loading. An historical point of view of what done in the field is provided and then the project is presented. The project presents an application of the Digital Image Correlation (DIC) technique for the detection of cracks at the surface of concrete prisms (500mmx100mmx100mm) subject to flexural loading conditions (Four Point Bending test). The technique provide displacement measurements of the region of interest and from this displacement field information about crack mouth opening (CMOD) are obtained and related to the applied load. The evolution of the fracture process is shown through graphs and graphical maps of the displacement at some step of the loading process. The study shows that it is possible with the DIC system to detect the appearance and evolution of cracks, even before the cracks become visually detectable.

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The increasing use of Fiber Reinforced methods for strengthening existing brick masonry walls and columns, especially for the rehabilitation of historical buildings, has generated considerable research interest in understanding the failure mechanism in such systems. This dissertation is aimed to provide a basic understanding of the behavior of solid brick masonry walls unwrapped and wrapped with Fiber Reinforced Cementitious Matrix Composites. This is a new type of composite material, commonly known as FRCM, featuring a cementitious inorganic matrix (binder) instead of the more common epoxy one. The influence of the FRCM-reinforcement on the load-carrying capacity and strain distribution during compression test will be investigated using a full-field optical technique known as Digital Image Correlation. Compression test were carried on 6 clay bricks columns and on 7 clay brick walls in three different configuration, casted using bricks scaled respect the first one with a ratio 1:2, in order to determinate the effects of FRCM reinforcement. The goal of the experimental program is to understand how the behavior of brick masonry will be improved by the FRCM-wrapping. The results indicate that there is an arching action zone represented in the form of a parabola with a varying shape according to the used configuration. The area under the parabolas is considered as ineffectively confined. The effectively confined area is assumed to occur within the region where the arching action had been fully developed.

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This master’s thesis describes the research done at the Medical Technology Laboratory (LTM) of the Rizzoli Orthopedic Institute (IOR, Bologna, Italy), which focused on the characterization of the elastic properties of the trabecular bone tissue, starting from october 2012 to present. The approach uses computed microtomography to characterize the architecture of trabecular bone specimens. With the information obtained from the scanner, specimen-specific models of trabecular bone are generated for the solution with the Finite Element Method (FEM). Along with the FEM modelling, mechanical tests are performed over the same reconstructed bone portions. From the linear-elastic stage of mechanical tests presented by experimental results, it is possible to estimate the mechanical properties of the trabecular bone tissue. After a brief introduction on the biomechanics of the trabecular bone (chapter 1) and on the characterization of the mechanics of its tissue using FEM models (chapter 2), the reliability analysis of an experimental procedure is explained (chapter 3), based on the high-scalable numerical solver ParFE. In chapter 4, the sensitivity analyses on two different parameters for micro-FEM model’s reconstruction are presented. Once the reliability of the modeling strategy has been shown, a recent layout for experimental test, developed in LTM, is presented (chapter 5). Moreover, the results of the application of the new layout are discussed, with a stress on the difficulties connected to it and observed during the tests. Finally, a prototype experimental layout for the measure of deformations in trabecular bone specimens is presented (chapter 6). This procedure is based on the Digital Image Correlation method and is currently under development in LTM.

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L'elaborato si propone di esplorare e mettere a punto metodi di filtraggio del rumore nelle misure di deformazione tramite correlazione digitale di immagini. Tali strategie vengono perseguite inizialmente tramite filtraggio delle immmagini in ingresso, successivamente tramite filtraggio nel dominio delle frequenze spaziali delle distribuzioni di deformazione ed infine tramite filtraggio nel dominio temporale di immagini e distribuzioni di deformazione.

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Negli ultimi anni la tecnica di misura della correlazione digitale di immagini (“Digital Image Correlation” = DIC) sta trovando numerose applicazioni nell’ambito della meccanica sperimentale come valida alternativa per misure di campi di deformazione su componenti strutturali soggetti a carichi statici e dinamici. Misurare deformazioni in provini troppo piccoli, troppo grandi, teneri o caldi, è un tipico scenario in cui diventano necessarie le tecniche senza contatto in quanto l’applicazione di estensimetri risulta inefficiente. L’obiettivo di questo lavoro consta nel valutare l’applicabilità e l’accuratezza di programmi di elaborazione gratuiti per la correlazione digitale di immagini evidenziandone il metodo di utilizzo e l’autenticità dei risultati verificati attraverso prove in laboratorio. Tali programmi, per praticità e gratuità, nel campo bidimensionale, possono considerarsi una valida alternativa a programmi commerciali di elevato costo. Nonostante ciò, presentano alcune criticità e limitazioni che emergeranno dalle attente sperimentazioni effettuate. Verrà così definita la corretta e necessaria preparazione del set up sperimentale antecedente la prova e il campo di applicabilità a cui si prestano tali programmi per un preciso ed autentico rilevamento delle deformazioni subite da un corpo sottoposto a sollecitazioni, al pari di un comune estensimetro.

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La Correlazione digitale d’immagini (digital image correlation, DIC) è una tecnica di misura delle deformazioni e degli spostamenti, relativamente nuova, che permette di fare misure a tutto campo di tipo non invasivo. In questa tesi di Laurea Magistrale in Ingegneria Meccanica si è proceduto alla sua ottimizzazione e validazione per un’applicazione di tipo biomeccanico (distribuzione di deformazioni in segmenti ossei). Sono stati indagati i parametri di post-processo, di pre-acquisizione e di preparazione del provino. Per la validazione dello strumento sono stati confrontati i risultati ottenuti da provini di forma semplice con quelli teorici, così da avere una stima di quanto il dato misurato si discosti da quello reale. Infine, quanto appreso prima, è stato applicato a una vertebra umana, oltrepassando il limite, finora presente, di misure puntuali con estensimentri.

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High-speed imaging directly correlates the propagation of a particular shear band with mechanical measurements during uniaxial compression of a bulk metallic glass. Imaging shows shear occurs simultaneously over the entire shear plane, and load data, synced and time-stamped to the same clock as the camera, reveal that shear sliding is coincident with the load drop of each serration. Digital image correlation agrees with these results. These data demonstrate that shear band sliding occurs with velocities on the order of millimeters per second. Fracture occurs much more rapidly than the shear banding events, thereby readily leading to melting on fracture surfaces.

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OBJECTIVE: To develop a novel application of a tool for semi-automatic volume segmentation and adapt it for analysis of fetal cardiac cavities and vessels from heart volume datasets. METHODS: We studied retrospectively virtual cardiac volume cycles obtained with spatiotemporal image correlation (STIC) from six fetuses with postnatally confirmed diagnoses: four with normal hearts between 19 and 29 completed gestational weeks, one with d-transposition of the great arteries and one with hypoplastic left heart syndrome. The volumes were analyzed offline using a commercially available segmentation algorithm designed for ovarian folliculometry. Using this software, individual 'cavities' in a static volume are selected and assigned individual colors in cross-sections and in 3D-rendered views, and their dimensions (diameters and volumes) can be calculated. RESULTS: Individual segments of fetal cardiac cavities could be separated, adjacent segments merged and the resulting electronic casts studied in their spatial context. Volume measurements could also be performed. Exemplary images and interactive videoclips showing the segmented digital casts were generated. CONCLUSION: The approach presented here is an important step towards an automated fetal volume echocardiogram. It has the potential both to help in obtaining a correct structural diagnosis, and to generate exemplary visual displays of cardiac anatomy in normal and structurally abnormal cases for consultation and teaching.

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The majority of people who sustain hip fractures after a fall to the side would not have been identified using current screening techniques such as areal bone mineral density. Identifying them, however, is essential so that appropriate pharmacological or lifestyle interventions can be implemented. A protocol, demonstrated on a single specimen, is introduced, comprising the following components; in vitro biofidelic drop tower testing of a proximal femur; high-speed image analysis through digital image correlation; detailed accounting of the energy present during the drop tower test; organ level finite element simulations of the drop tower test; micro level finite element simulations of critical volumes of interest in the trabecular bone. Fracture in the femoral specimen initiated in the superior part of the neck. Measured fracture load was 3760 N, compared to 4871 N predicted based on the finite element analysis. Digital image correlation showed compressive surface strains as high as 7.1% prior to fracture. Voxel level results were consistent with high-speed video data and helped identify hidden local structural weaknesses. We found using a drop tower test protocol that a femoral neck fracture can be created with a fall velocity and energy representative of a sideways fall from standing. Additionally, we found that the nested explicit finite element method used allowed us to identify local structural weaknesses associated with femur fracture initiation.

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El objetivo principal del proyecto es la realización de una aplicación en el programa MATLAB. En primer lugar, realizaremos un estudio teórico relativo al tema de nuestro proyecto. En nuestro caso como el tema es Imagen y Televisión, explicaremos de forma teórica la información principal acerca del Tratamiento Digital de la Imagen. Una vez conocida las técnicas principales utilizadas en el tratamiento digital, realizaremos un estudio exhaustivo en las técnicas actuales que existen acerca del análisis de imágenes. Daremos una breve explicación mostrando en qué consiste esta técnica, los diferentes pasos que se llevan a cabo en una imagen para su análisis, explicando brevemente cada unos de ellos y enumerando algunas técnicas para la realización de cada una de ellas. Tras esta primera parte, nos centraremos en las técnicas de correlación de imágenes (DIC). Explicaremos como han surgido estas técnicas, cual son sus principales conceptos, sus inicios y las ventajas e inconvenientes que tienen. Dentro de las diferentes técnicas de correlación de imágenes, explicaremos de forma detallada la correspondencia por áreas, ya que es la técnica que vamos a utilizar para la realización del proyecto. Explicaremos en qué consiste, y desarrollaremos teóricamente cual son los pasos que se deben realizar en las imágenes para realizar esta técnica. Explicaremos cual es su terminología, y cuáles son los posibles defectos que puede tener esta técnica. Finalmente, una vez estudiada la teoría, realizaremos una sencilla aplicación que nos permita evaluar y encontrar las diferencias en una secuencia de imágenes. El programa utilizado para este proyecto es MATLAB, que es un programa matemático, utilizado enormemente en el ámbito de la ingeniería. Mediante esta aplicación obtendremos dos figuras, una de ellas donde veremos los vectores de movimiento que existen entre las dos imágenes y la segunda, donde obtendremos el factor de correlación que hay entre las dos imágenes. ABSTRACT OF MY PROJECT The main objective of the project is the development of an application in MATLAB program. Firstly carry out a theoretical study on the topic of our project. In our case as the theme is Picture and Television, we explain the main information about Digital Image Processing. Once known the main techniques used in digital images, we will make a study on current techniques that exist about image analysis. We will give a brief explanation showing what this technique is, the different steps that are performed on an image for analysis, briefly explaining each of them and listing some techniques for performing each. After this first part, we will focus on the techniques of image correlation (DIC). We explain how these techniques have emerged, which are the main concepts, the beginning and the advantages and disadvantages they have. There are different image correlation techniques. We will explain in detail the correspondence areas, as it is the technique that we will use for the project. Explain what it is, which is theoretically and we develop steps that must be performed on the images for this technique. We explain what their terminology is, and what are the possible defects that may have this technique. Finally, having explored the theory images, we will make a simple application that allows us to evaluate and find differences in a sequence of images. The program used for this project is MATLAB, a mathematical program, widely used in the field of engineering. Using this application will get two figures, one where we will see the motion vectors between the two images and the second where we get the correlation factor between the two images.

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In this article research into the uniaxial tensile strength of Al2O3 monolithic ceramic is presented. The experimental procedure of the spalling of long bars is investigated from different approaches. This method is used to obtain the tensile strength at high strain rates under uniaxial conditions. Different methodologies proposed by several authors are used to obtain the tensile strength. The hypotheses needed for the experimental set-up are also checked, and the requirements of the set-up and the variables are also studied by means of numerical simulations. The research shows that the shape of the projectile is crucial to achieve successfully tests results. An experimental campaign has been carried out including high speed video and a digital image correlation system to obtain the tensile strength of alumina. Finally, a comparison of the test results provided by three different methods proposed by different authors is presented. The tensile strength obtained from the three such methods on the same specimens provides contrasting results. Mean values vary from one method to another but the trends are similar for two of the methods. The third method gives less scatter, though the mean values obtained are lower and do not follow the same trend as the other methods for the different specimens.

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Damage tolerance of high strength cold-drawn ferritic–austenitic stainless steel wires is assessed by means of tensile fracture tests of cracked wires. The fatigue crack is transversally propagated from the wire surface. The damage tolerance curve of the wires results from the empirical failure load when given as a function of crack depth. As a consequence of cold drawing, the wire microstructure is orientated along its longitudinal axis and anisotropic fracture behaviour is found at macrostructural level at the tensile failure of the cracked specimens. An in situ optical technique known as video image correlation VIC-2D is used to get an insight into this failure mechanism by tensile testing transversally fatigue cracked plane specimens extracted from the cold-drawn wires. Finally, the experimentally obtained damage tolerance curve of the cold-drawn ferritic–austenitic stainless steel wires is compared with that of an elementary plastic collapse model and existing data of two types of high strength eutectoid steel currently used as prestressing steel for concrete.

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The paper addresses the fracture propagation and stress corrosion behaviour of laser hybrid welds achieved between low carbon steel and stainless steel thin sheets. The crack propagation within these overmatched in strength welds was investigated by crack tip opening displacement (CTOD) on CT specimens notched transverse to the weld. A Digital Image Correlation System was used to qualify and estimate the initial crack length obtained by fatigue. The results are associated with the fractographic examinations of various regions of laser hybrid joints. Stress corrosion behaviour of the joint is also discussed.

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En este trabajo se determina la tolerancia al daño de un acero inoxidable austeno-ferrítico trefilado hasta obtener resistencia propias del acero de pretensado. Para ello se han realizado ensayos de fractura sobre alambres con secciones transversales debilitadas por fisuras de fatiga propagadas desde la superficie exterior. La medida de la tolerancia al daño adoptada es la curva empírica carga de rotura-profundidad de fisura. Para valorar cuantitativamente los resultados, se utilizan las curvas de dos aceros de pretensar eutectoides, respectivamente fabricados por trefilado y por tratamiento térmico de templado y revenido, así como un modelo elemental de colapso plástico por tracción para alambres fisurados. La microestructura austeno-ferrítico de los alambres inoxidables adquiere una marcada orientación en la dirección de trefilado, que induce una fuerte anisotropía de fractura en los alambres y condiciona su mecanismo macroscópico de colapso a tracción cuando están Asurados. Para observar este mecanismo se ha utilizado la técnica VIC-2D de adquisición y análisis computerizado de imágenes digitales en ensayos mecánicos, aplicándola a ensayos de fractura a tracción realizados con probetas planas de alambre inoxidable trefilado Asuradas transversalmente. Damage tolerance of a high strength cold-drawn ferritic-austenitic stainless steel is assessed by means of tensile fracture tests of cracked wires. A fatigue crack was transversally propagated from the wire surface. The damage tolerance curve of the wires results from the empirical failure load when given as a function of crack depth. As a consequence of cold drawing, the wire microstructure is orientated along its longitudinal axis and anisotropic fracture behavior is found at macrostructural level at the tensile failure of the cracked specimens. An in situ optical technique known as video image correlation VIC-2D was used to get an insight into this failure mechanism by tensile testing transversally fatigue cracked plañe specimens extracted from the cold-drawn wires. Additionally, the experimentally obtained damage tolerance curve of the cold-drawn ferritic-austenitic stainless steel wires is compared with that of the two types of high strength eutectoid wires currently used as prestressing steel for concrete. An elementary plástic collapse model for tensile failure of surface cracked wires is used to assess the damage tolerance curves.