A resistência à força cortante em lajes de pontes sem armadura transversal têm sido um aspecto preocupante nas verificações de estruturas de concreto estrutural construídas décadas passadas e está diretamente relacionado aos modelos de cálculo de resistência à força cortante e de largura colaborante empregados no caso de cargas parcialmente distribuídas próximas do apoio. Entretanto, não existem ainda estudos nacionais relacionados ao nível de acurácia e precisão das abordagens geralmente empregadas na prática de projetos de pontes no Brasil. Por esta razão, propõem-se apresentar uma contribuição às análises de resistência à força cortante em lajes de pontes com ênfase no modelo de cálculo da ABNT NBR 6118:2014. Para isto foram comparados os resultados experimentais e teóricos utilizando diferentes modelos de resistência à força cortante e uma base de dados construída a partir de 642 resultados experimentais. Posteriormente, alguns modelos experimentais foram explorados por meio de simulações numéricas em elementos finitos no intuito de avaliar o nível de aproximações desta abordagem e investigar a influência de parâmetros como mísulas na proximidade dos apoios. Dentre os principais resultados desta pesquisa destaca-se que o valor médio da relação entre a resistência à força cortante teórica e experimental Vexp/Vcal utilizando a ABNT NBR 6118:2014 variou de 2,145 a 1,140 conforme o modelo de largura colaborante utilizado. Enquanto isso, os modelos numéricos calibrados apresentaram relação Vexp/VMEF variando entre 0,95 e 1,01 e com coeficientes de variação menores que 15%. De maneira geral, identificou-se que os modelos de resistência à força cortante apresentam elevados níveis de dispersão entre resultados teóricos e experimentais no caso de lajes e faixas de laje e que os modelos mais usuais de definição da largura colaborante não são precisamente adequados para o caso de cargas parcialmente distribuídas próximas do apoio. / The shear strength in bridge slabs without transverse reinforcement has been a matter of concern in structural concrete structures checks built in the past decades and is directly related to the shear force and effective width calculation models employed in the case of partially distributed loads close to the support. However, there are still no national studies related to the level of accuracy and precision of the approaches commonly used in the practice of bridge projects in Brazil. For this reason, it is proposed to contribute to the shear strength analyzes in bridge slabs with emphasis on the calculation model of ABNT NBR 6118: 2014. For this, we compared the experimental and theoretical results using different models of shear strength and a database constructed from 642 experimental results. Subsequently, some experimental models were explored by means of numerical simulations in finite elements in order to evaluate the level of approximations of this approach and to investigate the influence of parameters such as greater thickness close to the supports. Among the main results of this research, it is worth noting that the average value of the relationship between theoretical and experimental shear strength Vexp/Vcal using ABNT NBR 6118: 2014 varied from 2,145 to 1,140 according to the effective width model used. Meanwhile, the calibrated numerical models showed Vexp/VMEF ratio varying between 0.95 and 1.01 and with coefficients of variation lower than 15%. In general, it was identified that the shear strength models present high levels of dispersion between theoretical and experimental results in the case of slabs and slab strips and that the most usual models of defining the effective width are not precisely adequate for the partially distributed loads close to the support in slabs.

L’assistance ventriculaire constitue une voie thérapeutique prometteuse de l’insuffisance cardiaque terminale. En dépit des progrès, notamment dans le développement des assistances de type shunt ventriculo-aortique, les écueils relatifs à l’encombrement, à l’alimentation et/ou aux interactions avec le sang de ces dispositifs limitent leur application clinique. Récemment, le concept de Compression Cardiaque Directe (DCC) apparaît comme une piste prometteuse en palliant les difficultés sus-citées. Dans ce travail de thèse, nous avons mis l’accent sur la conception et le test de faisabilité d’une solution de Compression Cardiaque Directe de type mécanique et entièrement implantable appelée l’Exosquelette Cardiaque. Notre travail expérimental a porté, dans un premier temps, sur la conception assistée par ordinateur et sur la modélisation numérique permettant ainsi d’optimiser et de prédire (i) les interactions tissus myocardiques/dispositifs et (ii) les pressions ventriculaires générées. Ensuite, un prototype fonctionnel a été réalisé par fabrication additive (titane, polymères) en s’appuyant sur les données issues de la modélisation et en respectant les contraintes énergétiques, mécaniques et architecturales anatomiques. Enfin, nous avons conduit une phase d’évaluation du potentiel de ce dispositif original sur un modèle de cœur ex vivo. Nous avons pu concevoir et valider un modèle numérique fondé sur le principe des éléments finis. Ce modèle à la fois simple et robuste, a permis de simuler (i) l’impact des points de fixation du dispositif sur le tissu cardiaque, (ii) l’efficacité de la compression externe sur la genèse des pressions intraventriculaires et (iii) l’influence de la compression mécanique externe sur le tissu cardiaque. Le prototype issu de ce travail de thèse a pu produire des résultats prometteurs concernant (i) la restauration physiologique de la pression intraventriculaire, (ii) la consommation énergétique suffisamment basse et (iii) le design compatible avec les contraintes anatomiques thoracique. L’ensemble de ces résultats esquissent la possibilité d’une implantation totale de l’Exosquelette Cardiaque chez le patient / Ventricular assistance is a promising therapeutic pathway for terminal chronic heart failure. Notwithstanding the progress made for the development of aorto-ventricular shunt pump among other things, the difficulties relatives to footprint, power supply and/or blood-device interactions are somehow limiting their clinical applications. Recently, direct cardiac compression (DCC) was suggested as a promising lead to overcome the difficulties mentioned above. In this work, we focused on the design and the feasibility of an implantable and mechanical Direct Cardiac Compression device called: The Cardiac Exosqueleton. Our experimental work used Computer Assisted Design (CAD) and numerical modeling to optimize and predict (i) tissue-device interactions and (ii) pressure generation inside ventricular cavities. Then, a functional prototype was realized by additive manufacturing (titanium, polymer) with the help of modeling data and with respect to the anatomical, mechanical and energetical limitations. Finally, we conducted an evaluation of the ability of our device on both in vitro setup and ex vivo heart. We were able to conceive and validate a numerical model based on finite element techniques. This simple yet robust model allowed us to study (i) the impact of suture fixation of a device at the apex of the heart, (ii) the influence of the direct cardiac compression on intracardiac pressures and (iii) overall and local tissue stress in the myocardium. Our prototype showed promising results concerning (i) the restoration of physiological intraventricular pressures, (ii) a low energy consumption and (iii) a shape that is compatible with the thoracic anatomical constraints. All of these results allow us to envision a total implantation of the cardiac exoskeleton into the patient

La propagation des ondes acoustiques ou élastiques dans un milieu fini à faible atténuation se traduit par des signaux mesurés de longue durée (réverbération). Dans les techniques de contrôle non destructif et imagerie conventionnelles, seuls les premiers paquets d’ondes sont ordinairement exploités et l’information potentiellement contenue dans les codas de réverbération est alors perdue. Le travail présenté dans cette thèse a pour objectif d’exploiter le comportement d’ensemble des codas enregistrées dans des structures de type plaques, afin d’extraire le maximum d’information à partir d’un nombre limité de capteurs et traitement simple. Nous avons développé des modèles statistiques permettant de prévoir le comportement des ondes acoustiques réverbérantes dans une plaque (sous la forme de moyennes d’ensemble), à partir d’un ensemble limité de paramètres accessibles expérimentalement. Ainsi, il est montré que les moyennes des enveloppes, des corrélations ou de l’intégrale dite de Schroeder des signaux de réverbération reçus par quelques points contiennent des informations potentiellement utiles sur les propriétés structurelles du milieu, des sources ou des défauts. Après une validation numérique et expérimentale des modèles, des applications potentielles sont présentées telles que l’estimation de propriétés structurelles d’une plaque ou la localisation d’une source. La particularité de ces estimations est qu’elles ne nécessitent pas de mesure de temps, ni de synchronisation entre les capteurs, ce qui pourrait autoriser une implémentation avec peu de ressources embarquées. Ce type de méthode pourrait également être utilisé pour caractériser un défaut dans une structure réverbérante, de façon éventuellement complémentaire aux techniques classiques de CND et contrôle-santé de structures. / The propagation of acoustic and elastic waves in a finite media with low attenuation leads to measured signals of long durations (reverberation). In conventional techniques for non-destructive testing and imaging, only the first wave packets are usually exploited, and the information potentially contained in reverberation codas is lost. The work presented in this thesis aims to exploit the overall behavior of codas recorded in plate-like structures, in order to extract the maximum information from a limited number of sensors and simple processing. We have developed statistical models to predict the behavior of reverberant acoustic waves in a plate (in the form of ensemble-averages), from a limited set of experimentally accessible parameters. Thus, it is shown that theoretical expressions for the mathematical expectations of the envelopes, the correlation functions or the so-called Schroeder’s integral of reverberant signals received at some points contain potentially useful information about the structural properties of the medium, the sources or the defects. After numerical and experimental validation, potential applications are presented, such as the estimate of structural properties of a plate or source location. In addition, these techniques do not require any time measurement or even trigger synchronization between the input channels of instrumentation, thus implying low hardware constraints. Such methods could also be used to characterize a defect in a reverberant structure and can be considered as complementary to conventional NDT techniques and structural health monitoring.

Nondestructive testing is used extensively throughout the industry for quality assessment and detection of defects in engineering materials. The range and variety of anomalies is enormous and critical assessment of their location and size is often complicated. Depending upon final operational considerations, some of these anomalies may be critical and their detection and classification is therefore of importance. Despite the several advantages of using Nondestructive testing for flaw detection, the conventional NDT techniques based on the heuristic experience-based pattern identification methods have many drawbacks in terms of cost, length and result in erratic analysis and thus lead to discrepancies in results. The use of several statistical and soft computing techniques in the evaluation and classification operations result in the development of an automatic decision support system for defect characterization that offers the possibility of an impartial standardized performance. The present work evaluates the application of both supervised and unsupervised classification techniques for flaw detection and classification in a semi-infinite half space. Finite element models to simulate the MASW test in the presence and absence of voids were developed using the commercial package LS-DYNA. To simulate anomalies, voids of different sizes were inserted on elastic medium. Features for the discrimination of received responses were extracted in time and frequency domains by applying suitable transformations. The compact feature vector is then classified by different techniques: supervised classification (backpropagation neural network, adaptive neuro-fuzzy inference system, k-nearest neighbor classifier, linear discriminate classifier) and unsupervised classification (fuzzy c-means clustering). The classification results show that the performance of k-nearest Neighbor Classifier proved superior when compared with the other techniques with an overall accuracy of 94% in detection of presence of voids and an accuracy of 81% in determining the size of the void in the medium. The assessment of the various classifiers’ performance proved to be valuable in comparing the different techniques and establishing the applicability of simplified classification methods such as k-NN in defect characterization. The obtained classification accuracies for the detection and classification of voids are very encouraging, showing the suitability of the proposed approach to the development of a decision support system for non-destructive testing of materials for defect characterization.

Nondestructive testing is used extensively throughout the industry for quality assessment and detection of defects in engineering materials. The range and variety of anomalies is enormous and critical assessment of their location and size is often complicated. Depending upon final operational considerations, some of these anomalies may be critical and their detection and classification is therefore of importance. Despite the several advantages of using Nondestructive testing for flaw detection, the conventional NDT techniques based on the heuristic experience-based pattern identification methods have many drawbacks in terms of cost, length and result in erratic analysis and thus lead to discrepancies in results. The use of several statistical and soft computing techniques in the evaluation and classification operations result in the development of an automatic decision support system for defect characterization that offers the possibility of an impartial standardized performance. The present work evaluates the application of both supervised and unsupervised classification techniques for flaw detection and classification in a semi-infinite half space. Finite element models to simulate the MASW test in the presence and absence of voids were developed using the commercial package LS-DYNA. To simulate anomalies, voids of different sizes were inserted on elastic medium. Features for the discrimination of received responses were extracted in time and frequency domains by applying suitable transformations. The compact feature vector is then classified by different techniques: supervised classification (backpropagation neural network, adaptive neuro-fuzzy inference system, k-nearest neighbor classifier, linear discriminate classifier) and unsupervised classification (fuzzy c-means clustering). The classification results show that the performance of k-nearest Neighbor Classifier proved superior when compared with the other techniques with an overall accuracy of 94% in detection of presence of voids and an accuracy of 81% in determining the size of the void in the medium. The assessment of the various classifiers’ performance proved to be valuable in comparing the different techniques and establishing the applicability of simplified classification methods such as k-NN in defect characterization. The obtained classification accuracies for the detection and classification of voids are very encouraging, showing the suitability of the proposed approach to the development of a decision support system for non-destructive testing of materials for defect characterization.

The analytical tools used in displacement based design and assessment procedures require accurate strain limits to define the performance levels. Additionally, recently proposed changes to modeling and acceptance criteria in seismic regulations for both flexure and shear dominated reinforced concrete structural walls proves that a comprehensive study is required for improved limit state definitions and their corresponding values. This is due to limitations in the experimental setups, such that most previous tests used a single actuator at the top of the wall, which does not reflect the actual loading condition, and infeasibility of performing tests of walls of actual size in actual structural configuration. This study utilizes a well calibrated finite element modeling tool to investigate the relationship between the global drift, section rotation and curvature, and local concrete and steel strains at the extreme fiber of rectangular structural walls. Functions defining more exact limits of modeling parameters and acceptance criteria for rectangular reinforced concrete walls were developed. This way a strict evaluation of the requirements embedded in the Turkish Seismic Code and other design guidelines has become possible. Several other aspects of performance evaluation of structural walls were studied also. Accurate finite element modeling strategies and analytical models of wall and frame-wall systems were developed for seismic response calculations. The models are able to calculate both the static and dynamic characteristics of wall type buildings efficiently. Seismic responses of wall type buildings characterized with increasing wall area in the plan were analyzed under design spectrum compatible normal ground motions.

Physiological cross sectional area (PCSA) is used to compare force-producing capabilities of skeletal muscles. PCSA has been defined as the summation of the cross sectional area of the fiber bundles composing the muscle. As PCSA cannot be measured directly from a specimen, a formula requiring averaged muscle architectural parameters has traditionally been used. The purpose of this study was to develop a finite element method (FEM) to calculate PCSA of extensor carpi radialis longus (ECRL) and brevis (ECRB) directly from digitized fiber bundle data obtained throughout the volume of the muscle and to compare the PCSAs calculated using the FEM and formula methods. Differences were found between the FEM and formula method for both muscles. The FEM provides an approach that takes into account architectural variances while minimizing the need for averaged architectural parameters.

Physiological cross sectional area (PCSA) is used to compare force-producing capabilities of skeletal muscles. PCSA has been defined as the summation of the cross sectional area of the fiber bundles composing the muscle. As PCSA cannot be measured directly from a specimen, a formula requiring averaged muscle architectural parameters has traditionally been used. The purpose of this study was to develop a finite element method (FEM) to calculate PCSA of extensor carpi radialis longus (ECRL) and brevis (ECRB) directly from digitized fiber bundle data obtained throughout the volume of the muscle and to compare the PCSAs calculated using the FEM and formula methods. Differences were found between the FEM and formula method for both muscles. The FEM provides an approach that takes into account architectural variances while minimizing the need for averaged architectural parameters.

A ce jour il n'est toujours pas possible de prédire avec exactitude le phénomène d'érosion par cavitation. La raison principale est qu'il est difficile de caractériser l'agressivité de l'écoulement. Cette thèse propose d'utiliser une méthode inverse pour estimer l'agressivité de l'écoulement à partir de l'observation des cratères (pits) imprimées sur la surface dans les premiers instants de l'érosion de cavitation. Trois matériaux ont été testés dans la veine d'écoulement PREVERO disponible au LEGI de Grenoble dans les mêmes conditions expérimentales. La géométrie des pits laissés sur la surface est précisément mesurée à l'aide d'une méthode systématique permettant de s'affranchir de l'effet de rugosité. Supposant que chaque pit a été généré par une bulle unique dont le champ de pression est assimilé à une forme Gaussienne, des calculs par éléments finis permettent d'estimer le chargement qui a créé l'empreinte résiduelle. On montre que la distribution des chargements suit une loi universelle indépendante du matériau testé; le matériau le plus tendre (alliage d'aluminium) mesurant les plus faibles impacts tandis que le matériau le plus résistant (Acier inoxydable) donne accès aux plus grandes pressions d'impact. On en conclu que le matériau peut être utilisé comme capteur de pression mesurant le niveau d'agressivité de l'écoulement. La méthode inverse repose sur une caractérisation mécanique des matériaux prenant en compte la sensibilité de la contrainte à la vitesse de déformation. On montre que les essais de nanoindentation sont mieux adaptés que les essais de compression pour déterminer les paramètres de la loi de comportement, notamment pour l'alliage d'aluminium pour lequel la microstructure est très hétérogène. Des essais de compression à haute vitesse par barres de Hopkinson complètent la loi de comportement en donnant la sensibilité à la vitesse de déformation. Des simulations prenant en compte la dynamique du chargement montrent que des impacts de fort amplitude mais appliqués sur un temps court ne laissent pas d'empreinte résiduelle si la fréquence est plus élevée que la fréquence naturelle du matériau assimilé à un oscillateur amorti. Un mécanisme d'accumulation dynamique de la déformation plastique pouvant conduire à la rupture par fatigue est proposé. Finalement, la courbe de perte de masse est simulée en appliquant aléatoirement sur un maillage 3D, la population d'impacts estimée par la méthode inverse. / Numerical prediction of cavitation erosion requires the knowledge of flow aggressiveness, both of which have been challenging issues till-date. This thesis proposes to use an inverse method to estimate the aggressiveness of the flow from the observation of the pits printed on the surface in the first moments of the cavitation erosion. Three materials were tested in the same experimental conditions in the cavitation tunnel PREVERO available LEGI Grenoble. The geometry of the pits left on the surface is precisely measured using a systematic method to overcome the roughness effect. Assuming that each pit was generated by a single bubble collapse whose pressure field is treated as a Gaussian shape, finite element calculations are run for estimating the load that created each residual imprint. It is shown that the load distribution falls on a master curve independent of the tested material; the softer material (aluminum alloy) measuring the lowest impacts while the most resistant material (duplex stainless steel) provides access to the largest impact pressures. It is concluded that the material can be used as a pressure sensor measuring the level of aggressiveness of the flow. The inverse method is based on a material characterization taking into account strain rate effects. It is shown that nanoindentation tests are more suitable than compression tests to determine the parameters of the behavior law, particularly for the aluminum alloy for which the microstructure is very heterogeneous. High-speed compression tests with split Hopkinson pressure bars complement the constitutive law giving the sensitivity to the strain rate. Simulations considering the dynamic loading show that impacts of strong amplitude but applied in a short time do not leave any residual pit if the frequency is higher than the natural frequency of the material treated as a damped oscillator. A dynamic mechanism of plastic strain accumulation that could eventually lead to fatigue failure is proposed. Finally, the mass loss curve of cavitation erosion is simulated by applying randomly on a 3D mesh, the impact force population estimated by the inverse method.

Cette thèse s'inscrit dans le contexte de l'électronique de spin et traite plus particulièrement de l'interaction réciproque entre un courant polarisé en spin et l'aimantation des structures magnétiques. Au cours de ce travail, les équations du transport diffusif dépendant du spin ont été couplées de façon auto-cohérente à l'équation de la dynamique d'aimantation dans l'approche micromagnétique au sein du code éléments finis. Cet outil numérique est appliqué à l'étude de la dynamique de parois de domaines dans différentes géométries sous l'action d'un courant polarisé. Il a permis de mettre en évidence plusieurs nouveaux phénomènes liés à l'interaction mutuelle entre l'aimantation et les spins des électrons. Pour des rubans à section rectangulaire, l'impact de cette interaction, habituellement négligée dans les modèles simplifiés, est quantifié via le calcul de la vitesse de déplacement de parois et du courant critique de Walker. Ces paramètres ont été étudiés en fonction de la largeur de paroi, du courant appliqué et des longueurs caractéristiques du transport polarisé en spin. L'augmentation du paramètre de non-adiabaticité du système, liée à l'augmentation du gradient d'aimantation ainsi qu'à une forte non-localité du modèle couplé, a été démontrée. Pour des fils à section circulaire et à diamètre modulable, une contribution supplémentaire à la non-adiabaticité du système liée, à la géométrie confinée, a été mise en évidence. Puis, les différents régimes dynamiques ainsi que les conditions de dépiégage de la paroi ont été caractérisés en fonction de la taille de constrictions. / In the context of spintronics this thesis studies the mutual interaction between a spin polarised current and the magnetization of magnetic structures. During this work, the diffusive spin transport equations were coupled in a self-consistent manner with the magnetization dynamics equations in the micromagnetic approach in our homemade finite element code. This numerical tool applied to the study of domain walls dynamics in different geometries under the action of spin polarized current highlighted several new phenomena related to the mutual interaction between the magnetization and the spins of electrons. For rectangular cross section stripes, the impact of this interaction, usually neglected in simplified models, is quantified by the computation of the domain wall velocity and the Walker critical current. These quantities were studied as a function of the domain wall width, the applied current, and the spin polarised transport characteristic lengths. Increasing the non-adiabatic parameter of the system related to the increase in the magnetization gradient and a strong non-locality of the coupled model was demonstrated. For circular cross section wires with a modulated diameter, an additional contribution to the non-adiabaticity of the system related to the confined geometry is highlighted. Then the different dynamic regimes and domain wall unpinning conditions are characterised according to the constriction size.