Les matériaux composites sont de plus en plus importants dans la communauté de l’industrie. Pour l’identification du comportement mécanique anisotrope et hétérogène de certains composite, les mesures de champs cinématiques sont répandues dans la communauté mécanique, parce qu’elles offrent de riches informations en déplacement ou déformation permettant d’exploiter des essais hétérogènes. Dans les dernières années, certaines identifications inverses spécifiques ont été proposées, mais certains de ces méthodes ne considèrent le problème d’identification que sur la zone de mesure ou ont généralement besoin de conditions limites pour être mises en œuvre. Cependant, mener l’identification sur l’ensemble de l’éprouvette (au-delà de la zone de mesure) offre la possibilité de tenir compte d’information de conditions limites supplémentaire, même si dans le même temps, cela amène à traiter d’autres bords sous conditions limites. L’Erreur en Relation de Comportement Modifiée (ERC-M) permet de traiter ce type de cas en prenant en compte l’ensemble des informations disponibles d’un point de vue théorique et expérimental sans hypothèse supplémentaire. Pour l’identification des propriétés élastiques, une première stratégie mono-échelle a été proposée et permet effectivement de traiter les différents types de conditions limites ainsi que leur absence. Pour un matériau hétérogène, les mesures ne sont pas assez riches pour permettre l’identification des propriétés élastiques hétérogènes en dehors de la zone de mesure. Une approche multi-échelle est donc proposée permettant de tenir compte de toute l’éprouvette, dans laquelle des propriétés micros hétérogènes sont recherchées sur la zone de mesure et des propriétés macros homogènes sur l’ensemble du domaine. / Composite materials are more and more important in the industry community. For the identification of the heterogeneous and anisotropic mechanical behavior of some composite, the full-field measurements are widespread in the mechanics community, because they can offer a very rich information of displacement or strain to exploit heterogeneous tests. During last thirty years, some specific inverse identification strategies have been proposed but most of these methods consider the identification problem only on the measured area and would usually need boundary conditions to be performed. However, the boundary conditions are not always completely known and might not be on the measurement zone. There is hence a need of identification methods allowing both the identification over the whole specimen and the dealing of missing boundary conditions. The Modified Constitutive Relation Error (M-CRE) allows dealing with such situations through the taking into account of the whole available information from a theoretical and experimental point of view without additional assumption. For the identification of elastic properties, a first mono-scale strategy has been proposed and actually used to process different types of boundary conditions as well as their absence. Considering the identification of heterogeneous elastic properties, the lack of information outside the measurement zone prevents from identifying heterogeneous properties in this area. It leads us to propose a multi-scale approach where micro heterogeneous properties are sought at the measurement level and macro homogeneous ones at the specimen level.

L'étude porte sur la caractérisation des propriétés mécaniques des matériaux polymères et notamment d'un grade d'une famille de matériaux biodégradables et biosourcés : les PolyHydroxyAlcanoates (PHAs). Afin d'étudier ce matériau, un montage expérimental original a été mis en place pour des essais multiaxiaux sur une géométrie unique d'éprouvettes cylindriques. Celui-ci permet d'effectuer des cycles de sollicitations successives et/ou simultanées de traction-compression-torsion. L'objectif est de pouvoir effectuer des chemins complexes, avec changements de direction et cycles au cours d'un même essai, permettant ainsi d'explorer tout le plan déviatoire de déformation avec prise en compte de l'histoire du chargement. De nombreux essais ont été effectués sur le grade de PHA à différentes températures pour développer une base de données expérimentale servant à l'identification d'un modèle de comportement proposé d'Hyperélasto-Visco-Hystérésis (HVH). La méthodologie d'identification des paramètres matériaux est suffisamment simple pour être étendue à une large variété de polymères. Cette identification met particulièrement en évidence les faiblesses et les qualités du modèle. Pour le PHA étudié, la base expérimentale montre ainsi l'insuffisance de la partie visqueuse du modèle, contrairement aux travaux antérieurs utilisant des essais classiques unidirectionnels. Néanmoins, le modèle HVH fournit des réponses précises pour les composantes hyperélastique et hystérétique non-visqueuse dans la gamme [0-100]°C. Cette loi a pour but d'être utilisée pour vérifier la tenue mécanique en statique et en dynamique de structures dans le domaine de l'emballage alimentaire en PHA. / This study deals with the mechanical properties characterization of polymers. One of the studied polymers is part of a biodegradable and biobased family of materials: the PolyHydroxyAlkanoates (PHAs). In order to study its behavior, an original setup has been designed to perform tests with multiaxial loadings on a unique cylindric specimen. It allows to carry out multiple cycles of loadings mixing tensile, compression and torsion. The goal is to be able to perform complex deformation paths with changes in the deformation direction and cycles in a single test. These possibilities allows to scan the deviatoric subspace of deformations with the consideration of the loading history. Many tests has been carried out on the PHA polymer at different temperatures to develop a database used for the identification of a Hyperelasto-Visco-Hysteresis constitutive model. The methodology identification of the mechanical parameters is simple enough to be extend at a large variety of polymers. This identification points out the model weaknesses and qualities. For the studied PHA, the experimental data shows the viscous contribution insufficiency in the constitutive model, unlike previous studies using uniaxial classical tests. Nevertheless, the HVH model gives precise predictions for hyperelastic and non-viscous hysteresis components in the range of [0-100]°C. The constitutive law has been developed in order to check the strength of structures behavior in static and dynamic in the field of food packaging in PHA.

This research is a historical-exegetical analysis of Hegel’s reformulation of Kant’s regulative principle of teleology into a constitutive principle. Kant ascribes teleology to the faculty of reflective judgment where it is employed as a guide to regulate inquiry, but does not constitute actual knowledge. Hegel argues that if Kant made teleology into a constitutive principle then it would be a much more comprehensive theory capable of overcoming contingency in natural science, and hence, bridging the gap between natural science and theology. In this paper I argue that Hegel’s defense of the transition from natural science to theology is ultimately unsuccessful because it is built upon on an instinct of reason, which is the instinctive feature of human rationality to transition beyond the contingency remaining in our empirical understanding of nature, to a theological understanding of nature, in which all aspects of nature are necessarily related.

Previous experimental observations have shown that the pseudoelastic response of NiTi shape memory alloys (SMA) is localized in nature and proceeds through nucleation and propagation of localized deformation bands. It has also been observed that the mechanical response of SMAs is strongly affected by loading rate and cyclic degradation. These behaviors significantly limit the accurate modeling of SMA elements used in various devices and applications. The aim of this work is to provide engineers with a constitutive model that can accurately describe the dynamic, unstable pseudoelastic response of SMAs, including their cyclic response, and facilitate the reliable design of SMA elements. A 1-D phenomenological model is developed to simulate the localized phase transformations in NiTi wires during both loading and unloading. In this model, it is assumed that the untransformed particles located close to the transformed regions are less stable than those further away from the transformed regions. By consideration of the thermomechanical coupling among the stress, temperature, and latent heat of transformation, the analysis can account for strain-rate effects. Inspired by the deformation theory of plasticity, the 1-D model is extended to a 3-D macromechanical model of localized unstable pseudoelasticity. An important feature of this model is the reorientation of the transformation strain tensor with changes in stress tensor. Unlike previous modeling efforts, the present model can also capture the propagation of localized deformation during unloading. The constitutive model is implemented within a 2-D finite element framework to allow numerical investigation of the effect of strain rate and boundary conditions on the overall mechanical response and evolution of localized transformation bands in NiTi strips. The model successfully captures the features of the transformation front morphology, and pseudoelastic response of NiTi strip samples observed in previous experiments. The 1-D and 3-D constitutive models are further extended to include the plastic deformation and degradation of material properties as a result of cyclic loading. / Applied Science, Faculty of / Mechanical Engineering, Department of / Graduate

The assessment of ageing tunnels requires a deeper understanding of the long-term behaviour of twin tunnels, whilst lack of permeability data limits the accuracy of long-term predictions. This thesis therefore investigates long-term twin-tunnel behaviour through finite-element parametric analyses, and provides additional pereability data through laboratory studies. Permeability tests are performed on fissured London Clay, exploring the effect of isotropic stress cycles on the permeability of fissures. A model explaining the permeability-stress relationship is proposed to explain irrecoverable changes observed in fissure permeability, and is formulated mathematically for numerical implementation. Laboratory investigations are performed on grout from the London Underground tunnels, investigating permeability, porosity, microstructure and composition. A deterioration process is proposed to explain observations, consisting of acid attack and leaching. The deterioration had appeared to transform the grout from impermeable to permeable relative to the soil. The change in grout permeability with time would strongly influence long-term movements. The long-term behaviour of single tunnels is investigated in a finite-element parametric study. A new method is formulated to predict long-term horizontal and vertical surface displacements after excavation of a single tunnel, and incorporates an improved measure of relative soil-lining permeability. The study also predicts significant surface movements during the consolidation period, contradicting the lack of further building damage observed in the field. A further parametric study also investigates the long-term behaviour of twin tunnels. Key interaction mechanisms are identified, leading to the postulation of the long-term interaction behaviour under different tunnelling conditions. Long-term interaction is found to be complex and significant, and should be accounted for in numerical simulations.

Le comportement thermomécanique des géomatériaux est un sujet de recherche qui touche un nombre important de domaines d'application : le stockage des déchets radioactifs en couche géologique profonde, le comportement des structures géothermiques, le stockage de chaleur, le comportement des matériaux à proximité des câbles à haute tension, le comportement saisonnier des matériaux asphaltiques, l'origine des tremblements de terre, etc. Dans le contexte du stockage des déchets radioactifs en couches géologiques profondes, un intérêt particulier a récemment été accordé à l'étude du comportement thermomécanique de l'argile de Boom, l'argile à Opalines, l'argilite du Callovo-Oxfordien et la diorite d'Äspö. L'ensemble de ces études montre qu'une exposition à des températures élevées peut altérer les propriétés physiques et mécaniques des géomatériaux : l'angle de frottement, la cohésion, la perméabilité-porosité, les modules élastiques, la résistance, le comportement volumique, le comportement post-pic, le comportement à long terme, etc. Depuis une trentaine d'années, un nombre important de modèles de comportement ont été développés dans le but d'intégrer les effets de la température à des modèles élasto-plastiques dérivés de la théorie de l'état critique. Cependant, peu de ces modèles intègrent les effets du temps sur le comportement thermomécanique des géomatériaux ; lequel apparaît essentiel au dimensionnement de structures à long terme. L'objectif de ces travaux de thèse est de répondre à cette problématique en intégrant les effets de la température au modèle de comportement mécanique L&K. Le modèle de comportement L&K est un modèle à deux mécanismes, l'un dit "plastique" permettant de décrire le comportement mécanique instantané des matériaux, l'autre dit "viscoplastique" permettant de décrire le comportement différé. Après un état des lieux détaillé concernant les comportements thermomécaniques instantané et différé des géomatériaux, les effets de la température ont été pris en compte à travers l'évolution des paramètres d'écrouissage des deux mécanismes. Ce modèle thermomécanique a été validé sur des applications expérimentales en support de ce travail de thèse. Les résultats montrent que la formulation proposée permet de reproduire fidèlement le comportement thermomécanique des géomatériaux. Les applications à venir concernent des calculs sur ouvrage dans le contexte du stockage des déchets radioactifs / The effect of temperature on the behaviour of geomaterials is a crucial issue in geotechnical and underground engineering. The thermo-mechanical behaviour of rocks and soils contains many applications in the fields of high-level nuclear waste disposal, heat storage, geothermal structures, petroleum drilling, zones around buried high-voltage cables, bituminous materials, and geological research. In the context of nuclear waste disposal at great depths, the thermo-mechanical behaviour of Boom clay, Opalinus clay, Callovo-Oxfordian argillite and Äspö diorite has recently received special attention in Europe. Research in these areas has demonstrated that rocks and soils may suffer from changes in their mechanical properties during short-to long-term exposure to an elevated temperature. These changes include effects on the friction angle, permeability/porosity, elastic moduli, shear strength, dilatancy, softening, brittle-to-ductile transition, creep, etc... Since Prager's first works on the modelling of non-isothermal plastic deformation, many constitutive models have been developed to include these phenomena in computational inelasticity. Most models generalize the critical-state model to include the effects of temperature on the short-term behaviour of clays and rocks. However, the effect of time on the thermo-mechanical behaviour is often not coupled to the rate-independent plasticity even if the long-term behaviour appears essential for ensuring the safety and stability during the design and construction analysis in many fields, such as the storage of nuclear waste and more generally underground excavations. Thus, it appears important to combine both instantaneous and delayed thermo-mechanical effects to obtain appropriate constitutive equations to model such problems. In this Ph.D thesis, a unified thermo-plastic/viscoplastic constitutive model has been developed for this purpose. This model is a straightforward extension of the unified elasto-plastic/viscoplastic L&K constitutive model which was developed in previous Ph.D works. The updated thermo-mechanical model includes the evolutions of the two yield limits and the fluidity coefficient with temperature. The model was validated under several thermo-mechanical conditions on clayey rocks. The typical features of the thermo-mechanical behaviour of geomaterials were well reproduced. The numerical predictions of the triaxial compression tests and creep tests clearly indicate that the model can predict the overall behaviour of geomaterials under deviatoric and non-isothermal stress paths

Cette thèse a pour but le développement d'un modèle constitutif hydromécanique prenant en compte le couplage de l'endommagement et de la plasticité dans les géomatériaux non-saturés. Le couplage de ce modèle avec les transferts hydrauliques est rendu possible par son implémentation dans le code aux éléments finis $Theta$-Stock. Un algorithme local a été développé spécifiquement dans ce but. Des problèmes hydromécaniques complètement couplés, tels que la création de la zone endommagée par excavation autour d'un tunnel ou la création d'un endommagement de dessiccation et d'humidification ont été simulés. Une contrainte doublement effective incorporant les effets de la succion et de l'endommagement (considéré isotrope) a été définie en s'appuyant sur des bases thermodynamiques. Cette approche a l'avantage de considérer une unique variable de contrainte étant thermodynamiquement conjuguée aux déformations élastiques. Une formulation hyperélastique dépendante de la pression de confinement est utilisée pour décrire le comportement dans le domaine élastique. L'évolution des rigidités élastiques avec l'endommagement est comparée en considérant deux hypothèses : le principe des déformations équivalentes et le principe de l'énergie élastique équivalente. L'hypothèse d'équivalence des déformations permet d'introduire la contrainte doublement effective dans les équations de plasticité et ainsi de coupler plasticité et endommagement. Les équations de plasticité sont dérivées du modèle de Barcelone (Alonso extit{et al.}, 1990), lui même basé sur le modèle de Cam-Clay. Deux critères distincts d'endommagement et de plasticité sont définis qui peuvent être activés aussi bien indépendamment que simultanément. Les surfaces de charges étant exprimées en fonction de la contrainte effective et de la succion, elles évoluent automatiquement en fonction de la succion et de l'endommagement dans l'espace des contraintes totales. Cela permet de représenter la transition d'un comportement ductile vers un comportement fragile lorsque le matériau est asséché. Un algorithme local explicite a été développé pour gérer le couplage des deux phénomènes dissipatifs. L'implémentation du modèle constitutif dans le code aux éléments finis $Theta$-Stock permet l'étude de problèmes hydromécaniques complètement couplés, les lois de transfert dépendant elles aussi de l'état de saturation du matériau. Ce modèle a d'abord été appliqué à la simulation du développement de micro-fissures lors du séchage d'une éprouvette. L'apparition de l'endommagement est expliquée principalement par le gradient de pression très important créé à la surface de l'échantillon lorsqu'on applique une forte variation de succion. Enfin, un problème à échelle réelle est simulé. L'excavation d'un tunnel, la désaturation du sol environnant dû à la ventilation, ainsi que la création de la zone endommagée par excavation sont étudiés. L'étendue des zones l'endommagement et de déformations plastiques autour du tunnel est étudiée / This thesis work objective is the development of a hydro-mechanical constitutive model which accounts for damage-plasticity couplings in unsaturated geomaterials. The coupling of this model with hydraulic transfers is made possible by its implementation into the Finite Element code Theta-Stock. In order to achieve this implementation, a specific stress-point algorithm has been developed. Fully coupled hydro-mechanical problems have been simulated, such as the creation of the Excavation Damaged Zone around a tunnel and the initiation of damage due to desiccation and humidification. A double effective stress incorporating both the effect of suction and damage (assumed isotropic) is defined based on thermodynamical considerations. The advantage of this approach is that it results in a unique stress variable being thermodynamically conjugated to elastic strains. A pressure-dependent hyperelastic formulation is used to describe the behaviour inside the elastic domain. The evolution of elastic rigidities with damage is then studied. Two hypotheses are compared, the principle of strain equivalence and the principle of equivalent energy. Coupling between damage and plasticity phenomena is achieved by following the principle of strain equivalence and incorporating the effective stress into plasticity equations. The plasticity framework is based on the Barcelona Basic Model (Alonso extit{et al.}, 1990), itself based on the Cam-Clay model. Two distinct criteria are defined for damage and plasticity, which can be activated either independently or simultaneously. Their formulation in terms of effective stress and suction allows them to evolve in the total stress space with suction and damage changes. This leads to a direct coupling between damage and plasticity and allows the model to capture the ductile/brittle behaviour transition occurring when clays are drying. A specific explicit algorithm has been developed to handle the association of the two dissipative phenomena. The implementation of the constitutive model into the Finite Element code Theta-Stock allowed for the simulation of fully coupled hydro-mechanical problems. The hydraulic transfer laws also consider the saturation state. This fully coupled model is first applied to simulate the development of micro-cracks during desiccation of a soil sample. Damage initiation is explained mainly by the important pressure gradient appearing at the boundary when applying a high suction change. Finally, a full-scale problem is simulated. The excavation of a tunnel, the desaturation of the surrounding soil and the creation of the excavation damaged zone are studied

We study behavior of incompressible non-Newtonian fluids with a relation be- tween the shear stress and the shear rate given by a non-monotone S-shaped curve. These fluids are described with a special class of implicit constitutive relations that may be derived in a thermodynamically consistent manner us- ing the entropy production maximization principle or gradient dynamics. In the latter approach, the constitutive relation is given as the derivative of a non-convex dissipation potential. The concept of dissipation potential allows us to discuss stability of the constitutive relation and explain the experimen- tally observed response discontinuities. We are also concerned with hydrody- namic stability of flows of implicitly constituted fluids. Finally, we propose a numerical scheme for simulation of transient flows of fluids with a specific non-monotone constitutive relation. We employ the numerical scheme in a simulation of two-dimensional Taylor-Couette flow and the numerical results confirm our theoretical observations concerning the admissible flow states.

<p>U disertacija se istražuje proces profesionalizacije nove profesije inženjer menadžment u savremenom srpskom dru&scaron;tvu. Cilj je da se ispita koji su konstitutivni elementi razvijeni, koji jo&scaron; nisu ili nisu u potpunosti, te ih treba razvijati kako bi se ubrzali procesi profesionalizacije.<br />Teorijski model primenjen u istraživanju sastoji se od elemenata strukturano-funkcionalističke teorije (dru&scaron;tvena za&scaron;tita profesije i etički kodeks) i realističko-istorijske teorije (formiranje &scaron;kola za profesionalno obrazovanje, profesionalno udruženje i izgradnja etičkog kodeksa profesije). Model je za potrebe ovog istraživanja pro&scaron;iren sa jo&scaron; dva relevantna elementa: resocijalizacija inženjera menadžmentau organizacijama i dru&scaron;tveno vrednovanje profesije.<br />Rezultati istraživanja dokazuju relevantnost izabranih nezavisnih promenljivih i potvrđuju njihov determinirajući uticaj na procese profesionalizacije profesije inženjer menadžmenta. Kao najrazvijeniji elemenat ove mlade profesije identifikovano je univerzitetsko obrazovanje. To pokazuje da je uvođenje studijskih programa inženjerskog menadžmenta na univerzitete u Srbiji prethodnica ekonomskog razvoja.</p> / <p>The thesis focuses on the research of the process of the professionalization of the engineering manager profession in the contemporary Serbina society. The main objective is to examine which of the constitutive elements of this profession are developed and which of those are yet to be developed.<br />The theoretical model applied in the research consists of the elements of the structural-functional theory (social protection of profession and ethical code) and realistic-historical theory (founding of the schools for professional education, professional associations, and establishment of the ethical code for the profession). This model was, for the needs of this research, broadened with two more relevant elements: re-socialization of the engineering managers in and social evaluation of the profession of the engineering manager.<br />The results of the research prove the relevance of the examined factors and confirm their determining influence on the process of the professionalization of the engineering manager profession. As the most developed element of this young profession, the university education was identified. This shows that introduction of the study programme of engineering management in Serbia by the universities was in fact preceding the economic development.</p>

This study provides an overview of the implementation of a nonlinear microstructural constitutive model in ABAQUS employing a user subroutine at the level of the biomedical engineer. Two different element formulations are employed: a continuum incompressible and a plane stress incompressible. All examples are validated by performing a number of deformations on 2D and 3D square elements and comparing the analytical formulation in a programming language and the user subroutine in ABAQUS. Application models will be presented that provide a deeper look into the impacts of soft tissue deformation, damage, and fracture. Additionally, we investigate the mechanical behavior of skin layers in terms of the nominal stress-strain curve using uniaxial and cyclic loading tests on porcine skin specimens in two forms: dermis integrating epidermis and hypodermis. Experiments were performed on specimens from the belly and breast of the pigs and under both orthogonal orientations with respect to the spine direction. All tests were carried out at room temperature with cyclic loading at a constant strain rate and increasing stretch increments. Finally, data is fitted using microstructural constitutive model.