This Thesis investigates the damage sensing capabilities of the electrical potential measurement technique in carbon fibre reinforced polymer composites. Impact damage was introduced in multidirectional laminates and its effect on potential distribution studied. It was found that delaminations and fibre breakages within the laminate can be detected and located by measuring potential changes on the external composite surface. The extent and size of potential changes were significantly affected by the position of the current electrodes in relation to the potential measurement probes. A numerical model was developed investigating the effect of different size delaminations, located in various positions within the lamina, on electrical potential distributions on the external ply, and a quantitative analysis of the numerical results is presented. The numerical simulations demonstrated that the measured potential changes on the external ply were in proportion to the delamination size. The numerical and experimental results were compared and the optimum configuration of current electrodes and potential probes for damage detection selected. The response of electrical potential to mechanical strain, in unidirectional and multidirectional samples was also investigated. It was found that the conductive medium, used for introducing the current, defines the piezo-resistance performance of the composite. A finite element model was developed able to predict the effect of inhomogeneous current introduction in unidirectional specimens on electrical potential and piezo-resistance. The effects of temperature and water absorption on potential measurements were also presented.

Doctor of Philosophy / Department of Mechanical and Nuclear Engineering / B. Terry Beck / The current experimental method to determine the transfer length in prestressed concrete members consists of measuring concrete surface strains before and after de-tensioning with a mechanical strain gage. The method is prone to significant human errors and inaccuracies. In addition, since it is a time-consuming and tedious process, transfer lengths are seldom if ever measured on a production basis. A rapid, non-contact method for determining transfer lengths in prestressed concrete members has been developed. The new method utilizes laser-speckle patterns that are generated and digitally recorded at various points along the prestressed concrete member. User-friendly software incorporating robust and fast digital image processing algorithms was developed by the author to extract the surface strain information from the captured speckle patterns. Based on the laser speckle measurement technique, four (4) successively improved generations of designs have been made. A prototype was fabricated for each design either on an optical breadboard for concept validation, or in a portable self-contained unit for field testing. For each design, improvements were made based on the knowledge learned through the testing of the previous version prototype. The most recent generation prototype, incorporating a unique modular design concept and self-calibration function, has several preferable features. These include flexible adjustment of the gauge length, easy expansion to two-axis strain measurement, robustness and higher accuracy. Extensive testing has been conducted in the laboratory environment for validation of the sensor’s capability in concrete surface strain measurement. The experimental results from the laboratory testing have shown that the measurement precision of this new laser speckle strain measurement technique can easily achieve 20 microstrain. Comparison of the new sensor measurement results with those obtained using traditional strain gauges (Whittemore gauge and the electrical resistance strain gauge) showed excellent agreement. Furthermore, the laser speckle strain sensor was applied to transfer length measurement of typical prestressed concrete beams for both short term and long term monitoring. The measurement of transfer length by the sensor was unprecedented since it appears that it was the first time that laser speckle technique was applied to prestressed concrete inspection, and particularly for use in transfer length measurement. In the subsequent field application of the laser speckle strain sensor in a CXT railroad cross-tie plant, the technique reached 50 microstrain resolution, comparable to what could be obtained using mechanical gauge technology. It was also demonstrated that the technique was able to withstand extremely harsh manufacturing environments, making possible transfer length measurement on a production basis for the first time.

Doctor of Philosophy / Department of Civil Engineering / Dunja Peric / A low ratio between the compressive strength of concrete and its cost makes concrete one of the most widely used construction materials in civil engineering. Despite of a very good response to compressive stress, concrete exhibits a low tensile strength and limited tensile strain capacity. Adding short discrete fibers to a cementitious matrix can significantly improve its performance under tensile stress, thus ultimately exhibiting a ductile behavior. Nevertheless, in spite of their beneficial properties fiber reinforced cementitious composites remain underutilized in engineering practice. One of the main reasons for this is a lack of an adequate characterization of the tensile behavior as well as a lack of analysis methods that would allow engineers to incorporate fiber reinforced structural concrete elements into their design. Therefore, this dissertation has four key objectives: 1) to computationally model a stress-strain response of high performance fiber reinforced cementitious composites in uniaxial tension and uniaxial compression prior to macro-crack localization, 2) to develop and perform a diagnostic strain localization analysis for high performance fiber reinforced cementitious composites, the results of which can characterize effects of fibers on failure precursors, 3) to devise and perform an experimental program for characterization of ultra-high performance fiber reinforced cementitious composites, and 4) to characterize a full-fledged behavior including stress-strain and stress-crack opening displacement responses of ultra-high performance fiber reinforced cementitious composites in uniaxial tension. To quantify effects of fibers on onset of strain localization in fiber reinforced cementitious composites a combined computational/analytical models have been developed. To this end, linear-elastic multi-directional fibers were embedded into a cementitious matrix. The resulting composite was described by different types of two-invariant non-associated Drucker-Prager plasticity models. In order to investigate effects of a shape of a yield surface and hardening type linear and nonlinear yield surfaces, and linear and nonlinear hardening rules were considered. Diagnostic strain localization analyses were conducted for several plane stress uniaxial tension and uniaxial compression tests on non-reinforced cementitious composites as well as on high performance fiber-reinforced cementitious composites. It was found that presence of fibers delayed the inception of strain localization in all tests on fiber-reinforced composites. Furthermore, presence of fibers exerted a more significant effect on the strain localization direction and mode in uniaxial compression than in uniaxial tension. The main objective of experimental program was to facilitate characterization of the post-cracking tensile behavior of ultra-high performance fiber reinforced cementitious composites. To this end, five different mixes of fiber-reinforced cementitious composites were cast, whereby volumetric fiber content, fiber shape and water to binder ratio were the experimental variables. Two testing methods were adopted, a direct uniaxial tension test and four-point prism bending test. Two different post-cracking behaviors were observed in direct tension tests, softening and strain hardening accompanied with multiple cracking. On the other hand, the response from prism bending tests was less scattered. Several different inverse analyses were carried out to predict stress-strain and stress-crack opening displacement responses in uniaxial tension based on the prism bending tests. The analyses resulted in worthy correlations with the experimental data, thus suggesting that the prism bending test is a viable alternative to a much more challenging to perform direct tension test for ultra-high performance fiber reinforced composites.

abstract: General Strain Theory (GST) posits that different types of strain lead to different types of negative emotions, some of which increase the likelihood of maladaptive coping. Much research on GST has focused on anger and depression. Far less attention has been directed toward other negative emotions, including anxiety and envy. The current study uses cross-sectional data from surveys administered to a university-based sample (N = 500) to address these voids and explore gender differences in the effects of strain and negative emotions in maladaptive coping. Results indicate that when gender differences existed in levels of strain and negative emotions, females experienced higher levels than males. Strain significantly predicted all four measures of negative emotions examined in this study. Finally, different negative emotions were found to have differing effects on different measures of maladaptive coping. Implications of this study for theory, future research, and policy are discussed. / Dissertation/Thesis / Masters Thesis Criminology and Criminal Justice 2015

abstract: Dissimilar metal joints such as aluminum-steel joints are extensively used in automobile, naval and aerospace applications and these are subjected to corrosive environmental and mechanical loading resulting in eventual failure of the structural joints. In the case of aluminum alloys under aggressive environment, the damage accumulation is predominantly due to corrosion and is accelerated in presence of other metals. During recent years several approaches have been employed to develop models to assess the metal removal rate in the case of galvanic corrosion. Some of these models are based on empirical methods such as regression analysis while others are based on quantification of the ongoing electrochemical processes. Here, a numerical model for solving the Nernst- Planck equation, which captures the electrochemical process, is implemented to predict the galvanic current distribution and, hence, the corrosion rate of a galvanic couple. An experimentally validated numerical model for an AE44 (Magnesium alloy) and mild steel galvanic couple, available in the literature, is extended to simulate the mechano- electrochemical process in order to study the effect of mechanical loading on the galvanic current density distribution and corrosion rate in AE44-mild steel galvanic couple through a multiphysics field coupling technique in COMSOL Multiphysics®. The model is capable of tracking moving boundariesy of the corroding constituent of the couple by employing Arbitrary Langrangian Eulerian (ALE) method.Results show that, when an anode is under a purely elastic deformation, there is no apparent effect of mechanical loading on the electrochemical galvanic process. However, when the applied tensile load is sufficient to cause a plastic deformation, the local galvanic corrosion activity at the vicinity of the interface is increased remarkably. The effect of other factors, such as electrode area ratios, electrical conductivity of the electrolyte and depth of the electrolyte, are studied. It is observed that the conductivity of the electrolyte significantly influences the surface profile of the anode, especially near the junction. Although variations in electrolyte depth for a given galvanic couple noticeably affect the overall corrosion, the change in the localized corrosion rate at the interface is minimal. Finally, we use the model to predict the current density distribution, rate of corrosion and depth profile of aluminum alloy 7075-stainless steel 316 galvanic joints, which are extensively used in maritime structures. / Dissertation/Thesis / Masters Thesis Mechanical Engineering 2015

abstract: Laboratory testing was conducted to quantify strain concentrations adjacent to seams and scratches in high density polyethylene (HDPE) geomembranes. The tensile strain profile of remnants meeting the ASTM criteria for wide-width tensile testing from samples of field seams recovered for construction quality assurance testing was evaluated using digital image correlation (DIC). Strains adjacent to scratches on laboratory prepared samples loaded in tension were also measured using DIC. The tensile strain in the zone adjacent to a seam and the tensile strain adjacent to a scratch were compared to the tensile strains calculated using theoretical strain concentration factors. The relationship between the maximum tensile strain adjacent to a seam and the global nominal strain in the sample was quantified for textured and smooth geomembranes of common thicknesses. Using statistical analysis of the data, bounds were developed for the allowable nominal tensile strain expected to induce maximum tensile strains adjacent to the seam less than or equal to the typical yield strain of HDPE geomembranes, at several confidence levels. Where nominal strain is the global or average strain applied to the sample and maximum strain is the largest tensile strain induced in the sample. The reduction in the nominal yield strain due to a scratch in a HDPE geomembrane was also quantified. The yield strain was approximately the same as predicted using theoretical strain concentration factors. The difference in the average measured maximum strains adjacent to the seams of textured and smooth HDPE geomembranes was found to be statistically insignificant. However, maximum strains adjacent to extrusion welded seams were somewhat greater than adjacent to fusion welded seams for nominal strains on the order of 3% to 4%. The results of the testing program suggest that the nominal tensile strain should be limited to 4% around dual hot wedge seams and 3% around extrusion fillet seams to avoid maximum strains equal to 11%, a typical yield strain for HDPE geomembranes. / Dissertation/Thesis / Masters Thesis Civil Engineering 2017

abstract: This study explores the possibility of two matrices containing metallic particulates to act as smart materials by sensing of strain due to the presence of the conducting particles in the matrix. The first matrix is a regular Portland cement-based one while the second is a novel iron-based, carbonated binder developed at ASU. Four different iron replacement percentages by volume (10%, 20%, 30% and 40%) in a Portland cement matrix were selected, whereas the best performing iron carbonate matrix developed was used. Electrical impedance spectroscopy was used to obtain the characteristic Nyquist plot before and after application of flexural load. Electrical circuit models were used to extract the changes in electrical properties under application of load. Strain sensing behavior was evaluated with respect to application of different stress levels and varying replacement levels of the inclusion. A similar approach was used to study the strain sensing capabilities of novel iron carbonate binder. It was observed that the strain sensing efficiency increased with increasing iron percentage and the resistivity increased with increase in load (or applied stress) for both the matrices. It is also found that the iron carbonate binder is more efficient in strain sensing as it had a higher gage factor when compared to the OPC matrix containing metallic inclusions. Analytical equations (Maxwell) were used to extract frequency dependent electrical conductivity and permittivity of the cement paste (or the host matrix), interface, inclusion (iron) and voids to develop a generic electro-mechanical coupling model to for the strain sensing behavior. COMSOL Multiphysics 5.2a was used as finite element analysis software to develop the model. A MATLAB formulation was used to generate the microstructure with different volume fractions of inclusions. Material properties were assigned (the frequency dependent electrical parameters) and the coupled structural and electrical physics interface in COMSOL was used to model the strain sensing response. The experimental change in resistance matched well with the simulated values, indicating the applicability of the model to predict the strain sensing response of particulate composite systems. / Dissertation/Thesis / Masters Thesis Civil and Environmental Engineering 2017

Certains domaines d'applications tels que l'aérospatial, l'automobile ou le forage de haute profondeur peuvent nécessiter la visualisation de certains paramètres physiques dans des environnements hostiles. Les capteurs microélectroniques basés sur le silicium y atteignent souvent leurs limites, qui sont qualifiées de conditions « sévères ». Ce travail se base principalement sur l'étude de solutions de capteurs mécaniques fonctionnant en conditions sévères. Le principe de ces capteurs repose sur l'exploitation de transistors de mesures HEMT à base de nitrures III-V (III-N), à la fois piézoélectriques et semiconducteurs, qui reste stable en conditions sévères. La compréhension des interactions entre physique des semiconducteurs et physique des matériaux ainsi que la caractérisation de structures possibles pour la détection mécanique représentent les principaux enjeux de ce sujet de thèse. La modélisation mécanique analytique et numérique des structures étudiées a permis d'appréhender le comportement de structures piézoélectriques multicouches. Le couplage de ce modèle électromécanique avec un modèle électronique du capteur a permis d'établir la faisabilité du principe de détection ainsi que la linéarité de la réponse du capteur. La caractérisation des prototypes réalisés en cours de thèse ont corroboré la linéarité du capteur tout en faisant apparaître l'influence de nombreux effets parasites réduisant sa sensibilité à savoir les effets de résistance parasites et de piézorésistances variables. / Some industrial areas as oil, automotive and aerospace industries, require electromechanical systems working in harsh environments. An elegant solution is to use III–V materials alloys having semiconductor, piezoelectric and pyroelectric properties. These materials, particularly nitrides such as GaN or AlN, enable design of advanced devices suitable for harsh environment. By using free-standing structure coupled with sensing HEMT transistors that are stable at high temperatures, it is possible to obtain mechanical sensors suitable for harsh environments. This PhD thesis focuses on a cantilever-based strain sensor and a drumskin-based pressure sensor. Analytical models of both sensors have been developed and establish the feasibility of the sensing principle as well as its response linearity. The characterization tests of fabricated prototypes validate the possibility of measuring external mechanical load with both sensors. The linearity of the response has also been confirmed by experimental measurements. The experimental sensitivity is smaller than the theoretical one due to several parasitic effects not included in the model such as parasitic resistance and variable piezoresisitive effects.

Dans cette thèse, deux approches de caractérisation d'un comportement mécanique sont présentées, l'une sur la banquise Arctique, l'autre sur les milieux granulaires. Premièrement, une analyse de type mécanique des milieux continus est réalisée sur la banquise de manière à extraire la physique qui, au premier ordre, explique l'augmentation récente des vitesses de dérive et de déformation. Une méthode originale pour accéder aux propriétés mécaniques de la couverture de glace aux grandes échelles de temps et d'espace, c'est à dire sur tout le bassin Arctique et au cours de ces 40 dernières années, est proposée en quantifiant l'amplitude de la composante inertielle du mouvement des bouées enchâssées dans la glace. Le point fort de cette méthode réside dans le fait qu'elle apporte des informations sur la friction moyenne de la couverture de glace qui, jusqu'à maintenant, n'étaient pas disponible à ces échelles spatio-temporelles. A partir d'un modèle simple, nous montrons qu'un affaiblissement mécanique de la banquise, se traduisant par des changements dans le degré de fracturation de la couverture de glace, intervient au premier ordre dans la cinématique et la dynamique des glaces de mer. Cette observation souligne la nécessité de prendre en compte cette composante de manière appropriée dans les modèles ainsi que de développer des outils spécifiques pour accéder à cette quantité à l'échelle locale. Deuxièmement, une analyse de type mécanique statistique est adoptée dans l'étude numérique et expérimentale des milieux granulaires frottants sous compression. La quantification des hétérogénéités associées aux champs de contrainte et de déformation ainsi que leur lien avec le comportement mécanique macroscopique de ce matériau est étudiée. Aux petites échelles de temps, de fortes concentrations de contrainte et de déformation sont mises en évidence. De plus, des propriétés multi-échelles spécifiques caractérisent ces champs à l'instabilité macroscopique. Ainsi, à ce point d'instabilité, ces champs de déformation observés aux petites échelles de temps présentent des propriétés très différentes de celles présentées par la bande de cisaillement, habituellement caractérisée aux grandes échelles de temps. Le lien entre ces deux comportements caractéristiques reste à élucider. / Two approaches to study the mechanical behaviour of Arctic sea ice in one hand, and of granular media on the other hand, are presented in this thesis. First, a continuum mechanics analysis is conducted on sea ice in order to extract the relevant physics that, to the first order, explains the observed recent acceleration of sea ice drift and deformation. An original method to determine the mechanical properties of the sea ice cover at large time and spatial scales, i.e. over the whole Arctic basin and over 40 years of record, is proposed by quantifying the amplitude of inertial motion of ice drifters. This method allows to estimate an average ice cover friction, that is currently not accessible through other means at those large spatio-temporal scales. We show that a genuine mechanical weakening of the Arctic sea ice, associated to changes in the degree of fragmentation of the ice cover, comes into play to explain the observed changes in terms of sea ice kinematics and dynamics. This underlines the necessity to take into account this component in modelling studies, as well as to develop specific tools to measure an internal friction at local scales. Second, a statistical mechanics analysis is adopted in order to characterize the mechanical heterogeneities associated to the macroscopic behaviour of frictional granular materials submit- ted to compressive loading. From numerical modeling and experimental studies, quantitative estimates of heterogeneities that develop in the shear stress and strain fields are provided. At short timescales, intense stress and strain localization is reported, associated at the macrosco- pic instability to specific multi-scale properties. Thus, at this flow instability, these strain field properties significantly differ from the shear band formation observed after the instability when considering large time scales. The connection between these two characteristic features remains to be understood.

L'objectif de ce travail de thèse est la caractérisation et la modélisation du comportement thermo-mécanique d'un acier à haut taux de carbone dans des conditions de chargement identiques à celles d'un procédé de formage incrémental à 720°C. Le regain d'intérêt des industriels pour ce type de procédé provient du fait qu'ils sont moins énergivores et permettent un ratio matière valorisée sur matière brute intéressant pour des propriétés mécaniques améliorées de la pièce formée. Le recours à l'outil numérique devient aujourd'hui une solution intéressante pour optimiser au mieux la mise au point du procédé. Son application demande, entre autres, une description fine du comportement du matériau dans les conditions de sollicitations de celui-ci, c'est-à-dire sur une large plage de vitesses de déformation et de températures. Pour cela, une caractérisation du matériau est nécessaire dans ces conditions. Le comportement mécanique d'un acier à haut taux de carbone a été étudié au travers d'essais de traction quasi-statiques et dynamiques afin de déterminer la sensibilité du matériau à la température et à la vitesse de déformation. Cette caractérisation repose sur la combinaison novatrice d'un système de chauffage par induction contrôlé par pyrométrie et d'un système d'acquisition d'images numériques. Ce dernier est utilisé pour la détermination des déformations à partir des champs de déplacement obtenus par corrélation d'images. En particulier, les effets de la température sur le module d'élasticité, l'anisotropie et l'écrouissage isotrope ont été étudiés. Les résultats de ces essais ont ensuite constitué une base de données expérimentales pour l'identification des paramètres de divers modèles de comportement thermo-élasto-visco-plastique. Ces derniers sont plus ou moins complets selon le nombre de paramètres utilisés pour décrire le comportement du matériau sur l'ensemble du domaine étudié. Cela permet d'identifier le modèle avec le meilleur ratio qualité/coût-délai pour une application donnée. Chacun des modèles étudiés dispose donc d'un domaine de définition propre. / The aim of this thesis work is the characterization and the modelisation of the thermo-mechanical behaviour of a high-carbon steel with loading conditions corresponding to those imposed by a forming process at 720°C. The renewal interest for this kind of industrial process comes from the fact that they use less energy and provide a ratio of material valued/raw material interesting to improved mechanical properties of the formed part. The use of numerical tool becomes today an interesting solution to optimize the development process. Its application requires a detailed description of the material behaviour in the loading conditions of the process, that is over a wide range of strain rates and temperatures. So, a material characterization is required in those conditions. The mechanical behaviour of a high-carbon steel was studied through quasi-static and dynamic tensile tests in order to determine the temperature and strain rate sensitivity of the material. This characterization is based on the innovative combination of an induction system controlled by pyrometry and a digital image acquisition system. This one is used for the determination of strains from displacement fields obtained by digital image correlation. In particular, effects of temperature on the modulus of elasticity, anisotropy and isotropic hardening were studied. Results of these tests allow us to establish an experimental database for the identification of parameters of various thermo-elasto-visco-plastic models. These are more or less complete depending on the number of parameters used to describe the material behaviour throughout the studied area. The model with the best ratio quality/cost-delay for a given application can be identified. Each of studied models has a specific domain of validity.