L'injection d'un mélange carburant/comburant dans une chambre de combustion d'un turboréacteur ou d'un moteur-fusée fait intervenir un jet liquide, cisaillé par un gaz rapide. Le jet liquide peut être sous certaines conditions sujet à un phénomène de battement à grande échelle. Ce phénomène, dont les mécanismes de base sont aujourd'hui mal connus, peut avoir des conséquences importantes sur la combustion. Nous réalisons dans ce travail une étude numérique de jets liquides cisaillés par une phase rapide, en portant une attention particulière à l'étude de l'interaction entre les structures tourbillonnaires de la phase rapide et le jet liquide. Une nappe liquide plane cisaillée de part et d'autre par une phase rapide est analysée dans un premier temps . Les mécanismes de déstabilisation de cette nappe liquide sont étudiés, ainsi que le contrôle passif du phénomène de battement. Des jets liquides coaxiaux, cisaillés par une couronne de phase rapide, sont ensuite analysés. Les mécanismes de déstabilisation à grande échelle sont étudiés, ainsi que le contrôle passif et actif de cette déstabilisation. La simulation d'une configuration d'écoulement réaliste eau/air est enfin réalisée, en interaction avec les expérimentateurs du LEGI. Une attention particulière est portée à l'écoulement se produisant au sein de la buse d'injection. / Fuel injection in an aircraft engine or in a rocket engine involves a liquid jet sheared by a high-velocity gas. The liquid jet can display, under some specific conditions, a flapping motion. This flapping motion, the basic mechanisms of which are still poorly understood, can significantly impact the combustion process. We perform in this work a numerical study of liquid jets interacting with a high-speed stream and focus on the interactions between the vortical structures in this high-speed stream and the liquid jet. A plane liquid jet surrounded by two high-speed streams is first analysed. The mechanisms leading to the flapping motion are studied, as well as the passive control of this instability. A liquid coaxial jet, sheared by an annular high speed stream, is next analysed. The mechanisms leading to the flapping motion are also analysed, as well as passive and active strategies for controlling this instability. Finally, we perform simulations of an experimental set-up studied at LEGI, focusing on the flow inside the nozzle.

Dans le cadre d’un projet étudiant la possibilité de remplacer le SF6 par du vide comme milieu de coupure dans les disjoncteurs Haute-Tension, un travail ayant pour objet d’acquérir une meilleure compréhension du comportement d’un arc de vapeurs métalliques à grandes distances inter-électrodes (> 10 mm) et contrôlé par un champ magnétique axial (AMF) a été entrepris. Ce travail a premièrement donné lieu à l’élaboration d’une expérience au cours de laquelle des arcs, créés entre deux contacts en CuCr25 fixes, ont été visualisés par vidéo rapide dans une maquette démontable d’ampoule à vide. Différents types de régime d’arc ont été observés. En outre, à l’aide d’une méthode numérique de détection des spots cathodiques, nous avons pu étudier l’évolution de la distribution spatiale des spots cathodiques, mesurer l’intensité moyenne du courant porté par un spot et déterminer le profil radial moyen de la densité de courant cathodique. Cette thèse a aussi eu pour objet le développement d’un modèle magnétohydrodynamique à 2 fluides, 2D-axysimétrique et quasi-stationnaire, de la zone d’écoulement hydrodynamique de l’arc, permettant de traiter le cas des régimes d’arc diffus supersonique et diffus subsonique. Ce modèle a permis d’étudier le comportement du plasma d’arc en fonction des intensités du courant d’arc et de l’AMF et de la distance inter-électrodes / In the frame of a project investigating the possibility to replace SF6 by vacuum as a breaking medium in High-Voltage circuit breakers, a study that focusses on acquiring a better understanding of the behavior of a metal vapor arc at long contact gap (> 10 mm) and controlled by an axial magnetic field (AMF) has been undertaken. The study involves first the building of an experimental setup where arcs, created between two fixed CuCr25 contacts, were visualized using a high-speed camera in a vacuum demountable chamber. Various types of arc regime have been observed. Moreover, by means of a numerical method of detection of the cathode spots, we were able to study the evolution of the spatial distribution of the cathode spots, to measure the average current carried by a spot and to determine the average radial profile of the current density at the cathode surface. This study had also for object the development of a 2D-axisymetric and quasi-steady magnetohydrodynamic model of the hydrodynamic flow region of the arc based on a two-fluid approach. The model allows to simulate the supersonic and the subsonic diffuse arc regimes. It is used to study the arc behavior as a function of to the arc current, the AMF intensity and the contact gap

In dieser Dissertation wird das kompressible, nicht-hydrostatische und dreidimensionale Modell All Scale Atmospheric Model (ASAM) für Grobstruktur- bzw. Large-Eddy-Simulationen (LES) angewendet, um lokale Inseleffekte in der karibischen Passatwindzone zu untersuchen. Da das Modell bis dato noch keine Anwendung im Bereich von LES feuchter atmosphärischer Grenzschichten und heterogener Oberflächen fand, wurden einige Bestandteile zum Modellcode hinzugefügt oder überarbeitet. Ein Hauptaugenmerk liegt dabei auf das Einbeziehen orographischer Strukturen mittels angeschnittener Zellen (engl. cut cells). Sowohl die räumliche und zeitliche Diskretisierung der Modellgleichungen als auch die nötigen physikalischen Parameterisierungen werden in einer umfassenden Modellbeschreibung zusammengefasst. Die Robustheit und Stabilität der Modellformulierung wird durch eine Reihe von Simulationen idealisierter Testfälle bestätigt. Large-Eddy-Simulationen werden für das Gebiet der Karibikinsel Barbados zur Untersuchung von Inseleffekten bezüglich Grenzschichtmodifikation, Wolkenbildung und vertikaler Durchmischung von Aerosolen durchgeführt. Durch das Vorhandensein einer topographisch strukturierten Inseloberfläche in der Mitte des Modellgebietes muss das Modellsetup offene seitliche Randbedingungen beinhalten. Damit das einströmende Windfeld konsistent mit der Dynamik einer turbulenten, marinen Grenzschicht ist, wird eine neue Methode implementiert und angewendet, welche auf Störungen des potentiellen Temperaturfeldes mittels finiter Amplituden basiert. Beobachtungen aus der SALTRACE-Messkampagne werden benutzt, um die Modellläufe anzutreiben. Die Ergebnisse einiger Sensitivitätstests zeigen Probleme der Modellierung im Bereich der \"Terra incognita\" auf. Dabei handelt es sich um die Modellierung auf räumlichen Skalen, welche zwischen denen von LES und wolkenauflösenden Modellen liegen. Außerdem werden Auswirkungen von entweder turbulent oder laminar anströmenden Windfeldern auf die Simulationsergebnisse untersucht. Besonders die Wolkeneigenschaften im Lee von Barbados werden in diesen Simulationen merklich beeinflusst. Ergebnisse einer weiteren Simulation mit einer sehr starken Passatinversion bringt deren Einfluss auf die Dicke und Höhe der simulierten Wolkenschichten zum Vorschein. Die Veränderung von Saharastaubschichten, welche Barbados über weiträumigen Transport über den Atlantik erreichen, wird analysiert. Die Auswirkungen beinhalten sowohl eine Ausdünnung und ein Absinken dieser Schichten als auch turbulenter Transport in Richtung Erdoberfläche. Die genaue Position der beeinflussten Schichten und die Stärke des turbulenten Mischens werden hauptsächlich von der atmosphärischen Schichtung, der Inversionsstärke und Windscherung gesteuert. Vergleiche zwischen den LES-Modellergebnissen und Daten aus Doppler-Windlidarmessungen zeigen gute Übereinstimmungen in der Formierung der konvektiven Strukturen tagsüber und des Vertikalwindfeldes. / In this thesis, the fully compressible, three-dimensional, nonhydrostatic atmospheric model called All Scale Atmospheric Model (ASAM) is utilized for large eddy simulations (LES) to investigate local island effects at the Caribbean. Since the model has not been applied to LES for moist boundary layers and heterogeneous surfaces so far, several parts are added to the model code or reworked. A special focus lies on the inclusion of orographical structures via the cut cell method. Spatial and temporal discretization as well as necessary physical parameterizations are summarized in a thorough model description. The robustness of the model formulation is confirmed by a set of idealized test case simulations. Large eddy simulations are performed for the area of the Caribbean island Barbados to investigate island effects on boundary layer modification, cloud generation and vertical mixing of aerosols. Due to the presence of a topographically structured island surface in the domain center, the model setup has to be designed with open lateral boundaries. In order to generate inflow turbulence consistent with the upstream marine boundary layer forcing, the newly developed cell perturbation method based on finite amplitude perturbations is applied. Observations from the SALTRACE field campaign are used to initialize the model runs. Several numerical sensitivity tests are carried out to demonstrate the problems related to \"gray zone modeling\" beyond LES scales or when the turbulent marine boundary layer flow is replaced by laminar winds. Especially cloud properties west of Barbados (downwind) are markedly affected in these simulations. Results of an additional simulation with a strong trade-wind inversion reveal its effect on cloud layer depth and height. The modification of Saharan dust layers reaching Barbados via long-range transport over the North Atlantic is analyzed. Effects of layer thinning, subsidence and turbulent downward transport near the layer bottom become apparent. The position of these layers and strength of downward mixing is found to be mainly controlled atmospheric stability, inversion strength and wind shear. Comparisons of LES model output with wind lidar data show similarities in the formation of the daytime convective plume and the vertical wind structure.

Industrial steel storage racks are pre-engineered lightweight structures commonly used to store goods from supermarkets to big warehouses. These systems are framed structures, usually made of cold-formed steel profiles and characterised by non-standard details. Their performance is quite complex and the prediction of their global response is more difficult than for the traditional steel frames. This difficulty is due to the racks’ main features: the use of cold-formed thin-walled steel sections which are sensitive to different buckling modes, the presence of regular perforation patterns on the uprights, the highly non-linear behaviour of joints, the influence of the structural imperfections and the significant frame sensitivity to second order effects. The behaviour of racks becomes even more complex when seismic or accidental events induce significant horizontal forces acting on the structures. The complexity and variability that characterise racks make it difficult to identify general design solutions. Hence, racks design is traditionally carried out by using the “design by testing” approach, which requires the experimental characterisation of the main structural components, of the joints and the sub-assemblies. The complexity of the racks also affects their numerical modelling, which results in complex analyses that must take into account all the aforementioned features. The work presented in this thesis focuses on the study of a typical steel pallet rack, identified as case study. The research aims to contribute to building up a comprehensive knowledge of the response of both the main rack components and of the whole structure. The main rack components were first individually studied. The behaviour of the uprights, of the base-plate joints and of the beam-to-column joints was experimentally investigated. The experimental data were then taken as reference for the calibration of FE models that enabled exploring each component’s performance. These models were then incorporated into the whole rack model. The response of the uprights was first investigated through stub column tests. The non-negligible interaction between axial force and bending moment of the upright response was then experimentally and numerically analysed to define the M-N domains. In addition, the rules provided by different European standards for the design of isolated members subjected to combined axial load and bending moment were considered and critically compared, identifying the main critical issues of the different design approaches. Although the contribution of joints on the rack global response is of paramount importance, to date, the knowledge is quite limited. In particular, the experimental studies of the behaviour of base-plate joints are still rather modest, especially for the cyclic range. Therefore, an experimental campaign on the rack base-plate joints was carried out: three levels of axial load were considered and the response in both the down-aisle and the cross-aisle direction was investigated under monotonic and cyclic loadings. Similarly, the beam-to-column joint was tested both monotonically and cyclically, taking into account its non-symmetric behaviour. Numerical models for both joint types were developed and validated enabling the characterisation of joints in the monotonic and cyclic range. This in-depth knowledge of the response of individual components facilitated the evaluation of the global rack behaviour. As a final stage of the research, full-scale tests of four-level two-bay racks were performed taking advantage of an innovative full-scale testing set-up and, on the basis of the experimental outcomes, the racks’ global behaviour was numerically investigated. Critical standards issues and needs for future research were further identified.

[ES] La técnica de "Soil Nailing" es un procedimiento de refuerzo del terreno utilizado continuamente en la estabilización de taludes y cortes del terreno en proyectos de ingeniería geotécnica. Esta técnica se aplica con frecuencia en la ciudad de Quito (Ecuador) para el refuerzo del terreno, mejorando la estabilidad de los taludes, durante el proceso de excavación de varios niveles de sótanos. Estas excavaciones de gran profundidad son habituales en proyectos inmobiliarios importantes de la ciudad, en los que el "Soil Nailing" se emplea con algunas variantes que la ajusten a los recursos constructivos disponibles en el medio. Pese a lo extendido de su uso, esta técnica, que ha resultado ser efectiva para estabilizar las excavaciones durante los procesos constructivos de estructuras de sótano en los suelos de la ciudad de Quito, actualmente dispone de pocas investigaciones locales, ya sean teóricas, numéricas o experimentales, basadas en las propiedades geotécnicas de los suelos volcánicos característicos de la ciudad. Esta Tesis Doctoral que contó con el soporte del Laboratorio de Ingeniería Geotécnica y el Laboratorio de Estructuras del Instituto de Ciencia y Tecnología del Hormigón (ICITECH) de la Universitat Politècnica de València presenta un estudio experimental y numérico del comportamiento de dos excavaciones reforzadas con la técnica de "Soil Nailing" para la construcción de las estructuras de sótano de dos importantes edificios ubicados en la zona centro-norte de la ciudad de Quito. Tanto el estudio experimental como el numérico se enfocan principalmente en la evolución de las fuerzas de tensión en las barras de acero de los "Soil Nails", el análisis de desplazamientos horizontales de las pantallas y el análisis de asentamientos en el terreno que se encuentra detrás de las pantallas y que fueron inferidos por la construcción de cada nivel de sótano. Como parte del análisis numérico a través de elementos finitos se han considerado diferentes modelos constitutivos de suelo, cuyos parámetros se determinaron detalladamente de acuerdo a los ensayos de laboratorio del estudio de caracterización geotécnica de esta investigación. Por tanto, esta Tesis Doctoral constituye una de las primeras investigaciones completas de la región encaminada a explicar el comportamiento experimental y numérico de excavaciones mediante la técnica de "Soil Nailing" y respaldada con un completo trabajo de caracterización geotécnica, llevado a cabo a propósito como parte de este estudio. / [CA] La tècnica de "Soil Nailing" és un procediment de reforç del terreny utilitzat contínuament en l'estabilització de talussos i talls del terreny en projectes d'enginyeria geotècnica. Esta tècnica s'aplica ben sovint en la ciutat de Quito (Equador) per al reforç del terreny, millorant l'estabilitat dels talussos, durant el procés d'excavació de diversos nivells de soterranis. Estes excavacions de gran profunditat són habituals en projectes immobiliaris importants de la ciutat, en els que el "Soil Nailing" s'empra amb algunes variants que l'ajusten als recursos constructius disponibles en el mig. A pesar d'allò que s'ha estés del seu ús, esta tècnica que ha resultat ser efectiva per a estabilitzar les excavacions durant els processos constructius d'estructures de soterrani en els sòls de la ciutat de Quito, actualment disposa de poques investigacions locals, ja siguen teòriques, numèriques o experimentals basades en les propietats geotècniques dels sòls volcànics característics de la ciutat. Esta Tesi Doctoral que va comptar amb el suport del Laboratori d'Enginyeria Geotècnica i el Laboratori d'Estructures de l'Institut de Ciència i Tecnologia del Formigó (ICITECH) de la Universitat Politècnica de València presenta un estudi experimental i numèric del comportament de dos excavacions reforçades amb la tècnica del "Soil Nailing" per a la construcció de les estructures de soterrani de dos importants edificis ubicats en la zona centre-nord de la ciutat de Quito. Tant l'estudi experimental com el numèric s'enfoquen principalment en l'evolució de les forces de tensió en les barres d'acer dels "Soil Nailing", l'anàlisi de desplaçaments horitzontals de les pantalles i l'anàlisi d'assentaments en el terreny que es troba darrere de les pantalles i que van ser inferits per la construcció de cada nivell de soterrani. Com a part de l'anàlisi numèrica a través d'elements finits s'han considerat diferents models constitutius de sòl, els paràmetres de la qual es van determinar detalladament d'acord amb els assajos de laboratori de l'estudi de caracterització geotècnica d'esta investigació. Per tant, esta Tesi Doctoral constituïx una de les primeres investigacions completes de la regió encaminada a explicar el comportament experimental i numèric d'excavacions per mitjà de la tècnica del "Soil Nailing" i protegida amb un complet treball de caracterització geotècnica, dut a terme a propòsit com a part d'este estudi. / [EN] The "Soil Nailing" technique is a ground reinforcement procedure used consistently to stabilize slopes and land sections in geotechnical engineering projects. This technique is frequently used in the city of Quito (Ecuador) to reinforce the ground and improve slope stability during the excavation process for various underground parking levels. Such deep excavations are common in the city's most important real estate projects, in which "Soil Nailing" is used with different variations that are adjusted in accordance with the construction resources available in the particular environment. Despite its widespread use, this technique which has proven to be so effective in stabilizing excavations during the construction of underground structures in the soils of the city of Quito, currently suffers from a lack of local theoretical, numerical or experimental research based on the geotechnical properties of the city's characteristic soils. This Doctoral Thesis was supported by the Geotechnical Engineering Laboratory and the Structures Laboratory of the Concrete Science and Technology Institute (ICITECH) of the Universitat Politècnica de València. It presents an experimental and numerical study of the behavior of two excavations reinforced with the Soil Nailing technique for the construction of the basement structures of two important buildings located in the north-central area of the city of Quito. Both the experimental and the numerical study focus mainly on the stress of tension forces exerted on the steel bars of the "Soil Nails", analysis of horizontal wall displacements and analysis of settlements of the ground behind the walls, which were induced by the construction of each underground level. As part of the numerical analysis through finite elements, different constitutive soil models were considered, the parameters of which were determined in detail in accordance with laboratory testing from the geotechnical characterization study for this research. This Doctoral Thesis, therefore, constitutes one of the first complete studies in the region aimed at explaining the experimental and numerical behavior of excavations through the Soil Nailing technique, supported by complete geotechnical characterization work which was carried out for the purpose of forming part of this study. / Capa Guachón, VE. (2021). Estudio experimental y numérico del comportamiento de excavaciones ejecutadas mediante la técnica de suelo claveteado (soil nailing) en suelos de la ciudad de Quito (Ecuador) [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/164174

Τα πρωτότυπα αποτελέσματα της διατριβής περιέχονται στα κεφ. 2, 3 και 4. Στο κεφ. 2 μελετούμε με αριθμητικές μεθόδους ένα 3-διάστατο διακριτό μοντέλο μακροοικονομίας με σταθερές ισοτιμίες. Χρησιμοποιώντας μια μέθοδο πλέγματος, βρίσκουμε την περιοχή ευστάθειας στον παραμετρικό χώρο, προσδιορίζουμε την καμπύλη διακλαδώσεων Hopf-Neimark και θεωρούμε σύντομα την εμφάνιση “γλωσσών” Arnold. Υπολογίζονται διαγράμματα διακλαδώσεων και εκθέτη Lyapunov που δίνουν πληροφορίες για τους επιχειρηματικούς κύκλους και την πολύπλοκη δυναμική του μοντέλου και. παρουσιάζουμε παραδείγματα κυκλικών και χαοτικών ελκυστών. Στο κεφ. 3 μελετούμε με τις ίδιες μεθόδους ένα διακριτό μοντέλο αλληλεπίδρασης περιοχών με σταθερές ισοτιμίες, επέκταση του προηγούμενου μοντέλου σε 5 διαστάσεις. Στόχος ήταν να δείξουμε πόσο εφικτή και αποτελεσματική είναι μία αριθμητική μελέτη για ηπίως πολυδιάστατα διακριτά δυναμικά συστήματα με πολλές παραμέτρους. Βρήκαμε ότι η κίνηση κεφαλαίων δεν αρκεί για τη δημιουργία κύκλων όταν είναι χαμηλή η εμπορική αλληλεπίδραση. Το κατώφλι εμπορίου προβλέπεται περίπου στο 15% των εμπορικών συναλλαγών. Αντίθετα, το μοντέλο δεν προβλέπει αναγκαίο ελάχιστο επίπεδο κίνησης κεφαλαίων για την εμφάνιση των κύκλων. Δίνουμε παραδείγματα διαγραμμάτων διακλάδωσης και εκθέτη Lyapunov που δείχνουν την εμφάνιση κύκλων ή ακολουθίας διπλασιασμού περιόδου, και παραδείγματα της ανάπτυξής τους. Το κεφ. 4 περιέχει σύντομη περιγραφή συμπληρωματικών αποτελεσμάτων στα παραπάνω μοντέλα, και στα αντίστοιχα μοντέλα μεταβλητής ισοτιμίας συναλλάγματος, καθώς και κατευθύνσεις μελλοντικής έρευνας. Στο κεφ. 5 περιγράφονται σύντομα οι υπολογιστικές τεχνικές που χρησιμοποιήσαμε. Η διατριβή δείχνει την αποτελεσματικότητα της αριθμητικής προσέγγισης για πολυδιάστατα διακριτά μοντέλα. / The original results of the dissertation are contained in ch. 2, 3 and 4, and concern mainly the problem of business cycles. In ch. 2 we explore numerically a 3D discrete Kaldorian macrodynamic model of open economy with fixed exchange rates. Using a grid search method we determine the stability region in parameter space, and the Hopf-Neimark bifurcation curve, and discuss briefly the occurrence of Arnold tongues. Bifurcation and Lyapunov exponent diagrams are computed providing information on the business cycles and illustrating the complex dynamics involved. Examples of cycles and chaotic attractors are presented. In ch. 3 we explore a 5D extension of the previous model using the same methods. The aim was to demonstrate the feasibility and effectiveness of the numerical approach for discrete dynamical systems of moderately high dimensionality and several parameters. We found that capital movement is not sufficient to generate interregional business cycles when trade interaction is low. The trade threshold is predicted at about 15% of trade transactions. By contrast, no minimum level of capital mobility exists as a requirement for the emergence of business cycles. Examples of bifurcation and Lyapunov exponent diagrams illustrating the occurrence of cycles or period doubling, and examples of their development, are given. Ch. 4 contains a short description of complementary results on the above models, and on two other models which extend the previous models to the case of flexible exchange rates, as well as some lines of future research. In ch. 5, the computational techniques employed in the present study are briefly described. The dissertation indicates the effectiveness of the numerical approach for high dimensional discrete models.