Devido à fragilidade do concreto, o controle e combate da fissuração são de importância fundamental em estruturas de concreto armado. Uma maneira de melhorar as propriedades do concreto à tração é pelo emprego de fibras. A presente pesquisa é uma tentativa de fornecer diretrizes para o dimensionamento de estruturas de concreto armado com fibras, e armadura convencional sob condições de serviço. Apresenta-se inicialmente, um estudo do comportamento do material à tração. Um modelo probabilístico/micro-mecânico fundamentado na mecânica de fratura, e capaz de prever o comportamento pós-fissuração do compósito é apresentado. O modelo prevê a relação tensão-abertura de fissura do compósito levando em conta os seguintes micro-mecanismos: travejamento de agregado e fibras, a ruptura das fibras, os efeitos de: atrito local (snubbing effect), esmagamento da matriz, Cook-Gordon, e da pré-tração das fibras. Em nível estrutural, dois modelos macro-mecânicos são apresentados. O primeiro modelo tem premissa na teoria clássica de fissura, e o segundo na mecânica de dado. O primeiro modelo é ajustado para aplicação na previsão de espaçamento e aberturas de fissura em estruturas de concreto armado com fibras discretas e aleatoriamente dispostas. É demostrado que o modelo micro-mecânico pode alimentar perfeitamente o modelo macro-mecânico. Ensaios de tração com elementos de placas de argamassa com fibras armada com tela ou fios foram realizados. Os resultados teóricos previstos pelo modelo foram comparados com os obtidos do programa experimental, e mostram uma boa concordância, comprovando a validade do modelo apresentado. / Due to the brittleness of concrete, the control and prevention of cracking in reinforced concrete structures are of prime importance. One way of improving the tensile properties of concrete is by the addition of fibres. The present research is a trial to provide guidelines for the design of fibre reinforced concrete structures under service loads. First of all, a study of the tensile behaviour of the composite material is presented. A probabilistic/fracture mechanics based micromechanical model, capable of predicting the poscracking behaviour of the material is presented. The model predicts the tensile stress-crack width relationship, accounting for the following micromechanisms: fibre and aggregate bridging, fibre rupture, local snubbing, matrix spalling, the Cook-Gordon interface effect, and fibre prestressing. At the structural level, two macromechanical models are presented. One is founded on the classical theory of cracking, while the other, a shear lag model, is founded on the continuum damage mechanics. The first model is adjusted for application to the prevision of crack width and crack spacing in fibre reinforced concrete structures with short discrete and randomly dispersed fibres. It is shown that the micromechanical model fits very well in the macrostructural model. Tensile tests with mortar specimens reinforced with continuous steel wires or meshes and PVA or polypropylene fibres were carried out. The theoretical results predicted by the model were compared with results obtained from the experimental program, and show very good agreement, confirming the validity of the theoretical model.

Comprendre le mode d’existence de l’organisation est certainement l’un des plus grands défis que se sont donnés les chercheurs qui s’intéressent à ce domaine d’étude. La littérature nous présente ainsi plusieurs images, métaphores et perspectives qui, combinées, dressent un portrait hybride de ce type de collectif. Je propose, dans cette thèse, de reconnaître et exploiter ce caractère hybride de l’organisation en partant d’une réflexion centrée sur l'espace. En m’inspirant particulièrement des travaux de la géographe Doreen Massey (1999, 2005), le concept d'espace auquel je souscris est celui d’un espace ouvert et dynamique (qui incorpore le temps), basé sur une relationalité matérielle et hétérogène, supposant des acteurs humains et non humains en interaction. L'espace peut donc être compris comme la coexistence d’ontologies hétérogènes, ce que Massey (2005) nomme une coexistence de trajectoires comme stories-so-far. Il s’agit ici d’une vision performative de l’espace organisationnel qui est constitué dans la relation de trajectoires distinctes qui coexistent, se rencontrent, s’affectent, entrent en conflit ou coopèrent (Massey, 1999). Je postule que pour assurer une certaine continuité et cohérence dans la coexistence de trajectoires hétérogènes, un travail d’alignement et d’ordonnancement est mis à l’oeuvre, et ce, par le suivi d’une trajectoire principale — ce que je nomme une trajectoire scriptée. Suivre cette trajectoire permet ainsi à l’organisation de s’étendre, de se rendre présente dans le temps et dans l’espace, sans pour autant perdre son identité : to be here and there at the same time, now and then at the same place. À partir de cette définition de l’espace, je propose d’« espacer l’organisation », et plus particulièrement d’« espacer » Explora, un programme d’éducation non formelle du gouvernement du Chili visant la diffusion et la valorisation de la science et de la technologie. Cette proposition est double : elle renvoie aux pratiques d’espacements — des pratiques hybrides, collectives et situées — des agents organisationnels (dans ce cas, aux pratiques des agents d’Explora impliqués dans l’organisation d’un projet, celui de la Semaine de la science 2006),mais aussi à une pratique de recherche. « Espacer l’organisation » veut donc dire déployer ces espaces pleins, déplier l’organisation, accroître la série des simultanéités-successions pour ainsi créer plus d’espace-temps. / To understand the organization’s mode of being is certainly one of the most important challenges faced by researchers who are interested in this field of study. The literature presents several images, metaphors and perspectives which, combined, draw up a hybrid portrait of this type of collective. In this dissertation, I propose to recognize and exploit this hybrid character by starting from a reflection on space. Inspired especially by the work of the geographer Doreen Massey (1999, 2005), the concept of space to which I subscribe is that of an open and dynamic space (which incorporates time), based on a material and heterogeneous relationality, which supposes human and nonhuman actors in interaction. Space can thus be understood as the coexistence of heterogeneous ontologies, what Massey (2005) calls a “coexistence of trajectories as stories-so-far”. It is then a performative vision of organizational space which is constructed through the relation of distinct trajectories that coexist, meet, affect each other, enter in conflict or cooperate (Massey, 1999). I argue that to guarantee a certain form of continuity and coherence in the coexistence of heterogeneous trajectories, a work of alignment and ordering is put at work, and this, by the following-up of a main trajectory — what I call a scripted trajectory. By following this trajectory the organization can then extend itself, making itself present in time and space, without loosing its identity: it can be “here and there at the same time, now and then at the same place.” Starting from this definition of space, I propose to “space the organization,” and more specifically to “space” Explora, a non formal educational program of the Chilean government, which aims to diffuse and promote science and technology. Spacing an organization implies a double proposal: it refers to the spacing practices — hybrid, collective and situated practices — enacted by organizational agents (in this case, Explora’s agents implicated in the organization of a project, that of the Science week 2006), but also to a research practice. “Spacing the organization” consists of deploying these full spaces, unfolding the organization, and increasing the series of simultaneities-successions in order to create more space-time.

This thesis focuses on the synthesis and characterisation of organoclays. X-ray diffraction has been used to study the changes in the basal spacings of montmorillonite clay and surfactant-intercalated organoclays. Variation in the d-spacing was found to be a step function of the surfactant concentration. Three different molecular environments for surfactant octadecyltrimethylammonium bromide (ODTMA) within the surface-modified montmorillonite are proposed upon the basis of their different decomposition temperatures. High-resolution thermogravimetric analysis (HRTG) shows that the thermal decomposition of montmorillonite modified with ODTMA takes place in four steps attributing to dehydration of adsorbed water, dehydration of water hydrating metal cations, loss of surfactant and the loss of OH units respectively. In addition, it has shown that the decomposition procedure of DODMA and TOMA modified clays are very different from that of ODTMA modified ones. The surfactant decomposition takes place in several steps in the DODMA and TOMA modified clays while for ODTMA modified clays, it shows only one step for the decomposition of surfactant. Also TG was proved to be a useful tool to estimate the amount of surfactant within the organoclays. A model is proposed in which, up to 0.4 CEC, a surfactant monolayer is formed between the montmorillonite clay layers; up to 0.8 CEC, a lateral-bilayer arrangement is formed; and above 1.5 CEC, a pseudotrimolecular layer is formed, with excess surfactant adsorbed on the clay surface. While for dimethyldioctadecylammonium bromide (DODMA) and trioctadecylmethylammonium bromide (TOMA) modified clays, since the larger sizes of the surfactants, some layers of montmorillonite are kept unaltered because of steric effects. The configurations of surfactant within these organoclays usually take paraffin type layers. Thermal analysis also provides an indication of the thermal stability of the organoclay as shown by different starting decomposition temperatures. FTIR was used as a guide to determine the phase state of the organoclay interlayers as determined from the CH asymmetric stretching vibration of the surfactants to provide more information on surfactant configurations. It was used to study the changes in the spectra of the surfactant ODTMA upon intercalation into a sodium montmorillonite. Surfaces of montmorillonites were modified using ultrasonic and hydrothermal methods through the intercalation and adsorption of the cationic surfactant ODTMA. Changes in the surfaces and structure were characterized using electron microscopy. The ultrasonic preparation method results in a higher surfactant concentration within the montmorillonite interlayer when compared with that from the hydrothermal method. Both XRD patterns and TEM images demonstrate that SWy-2-Namontmorillonite contains superlayers. TEM images of organoclays prepared at high surfactant concentrations show alternate basal spacings between neighboring layers. SEM images show that modification with surfactant will reduce the clay particle aggregation. Organoclays prepared at low surfactant concentration display curved flakes, whereas they become flat with increasing intercalated surfactant. Fundamentally this thesis has increased the knowledge base of the structural and morphological properties of organo-montmorillonite clays. The configurations of surfactant in the organoclays have been further investigated and three different molecular environments for surfactant ODTMA within the surface-modified montmorillonite are proposed upon the basis of their different decomposition temperatures. Changes in the spectra of the surfactant upon intercalation into clay have been investigated in details. Novel surfactant-modified montmorillonite results in the formation of new nanophases with the potential for the removal of organic contaminants from aqueous media and for the removal of hydrocarbon spills on roads.

The study was done to assess the information and care the men and women have on PCC and develop strategies that could improve provision of PCC that could advance maternal and newborn outcome after pregnancy in Malawi. Most for the interventions to improve pregnancy outcome are done too late in Malawi but there is an opportunity during preconception period to plan to improve the health of the couple so that the goal of a healthy mother and baby is attained. The objectives were to: explore and describe the knowledge men and women of childbearing age have on HTSP and PCC, identify variables that influence men and women to acquire appropriate knowledge on PCC and finally to develop strategies that could assist provision of PCC in developing countries like Malawi. Adverse issues that affect the couples could be addressed promptly before the occurrence of pregnancy. A quantitative non-experimental descriptive-correlation design method was used to determine the knowledge men and women of childbearing have on HTSP and PCC. A structured questionnaire was used to collect data from 300 men and women of childbearing age. The target population for the study was prospective parents that are couples that have an intention to conceive, women of childbearing age that could be accessible at family planning, gyneacological and under-five clinics between the ages of 18-35 years. A questionnaire was adapted from a study conducted in Texas. SPSS version 20 was used to analyse the data by generating frequencies and chi- square. Kruskal Wallis test was used to determine relationship between variables and knowledge on preconception care. The constructs examined were psychological preparation, reproductive health care and the physical care that are provided to ensure a healthy pregnancy outcome. With a 100% response rate the findings indicated a gap of information and care on PCC.Services on PCC were not available in the clinics which indicated a great need to empower health care providers on PCC that could reduce maternal and neonatal mortality rate. The findings were used to develop relevant preconception strategies that would assist health providers to give PCC that would improve maternal and newborn outcomes in Malawi. / D. Litt. et Phil. (Health Studies)

Este trabalho discutiu o estudo da inferência de carregamento e a reconstrução fratográfica da taxa de propagação da trinca por fadiga em histórias de vôos simulados do tipo Twist, mini-Twist, Falstaff e mini-Falstaff. O material estudado foi uma liga de alumínio de grau aeronáutico SAE-AMS 7475 T7351 na qual foram obtidas as propriedades mecânicas a partir dos ensaios de tração e dureza, análise química, metalográfica. Foram realizados ensaios de amplitude constante de carregamento em corpos de prova com geometria tipo C(T) extraídos de um bloco e ensaios de amplitude variável em corpos de prova com geometria tipo M(T) extraídos de uma placa. Corpos de prova do tipo C(T) foram extraídos da orientação L-T e T-L, à temperatura ambiente com diferentes espessuras para a realização de ensaios de propagação de trinca por fadiga (da/dN vs. &#916K) com distintos valores de razão de carregamento,R (0,1;0,3; 0,5; 0,7 e 0,8) de acordo com a norma ASTM-E647 (1993). Foram realizados dois tipos de ensaios de fadiga com amplitude constante de carregamento. Primeiro, o ensaio com &#916P constante para obtenção dos dados dos estágios II e III das curvas da/dN vs. &#916K para distintos valores de R e, posteriormente, o ensaio com &#916K constante e R crescente para ser utilizado no estudo da inferência de carregamento de amplitude constante a partir da relação entre a morfologia da estria, H/s e a razão de carregamento R. Adicionalmente foram realizados ensaios de tenacidade à fratura, nas direções L-T e T-L, conforme a norma ASTME1820 (1999). As taxas de propagação macroscópica e microscópica foram comparadas e boas correlações foram obtidas para um intervalo entre 0,1 a 1,0 &#956m/ciclo, mesmo com distintos R. Através da técnica proposta por Berkovitz (1995), o espectro de carregamento foi estimado para distintos valores de R, através da técnica de parametrização do fator K e os resultados foram comparados ao espectro de carregamento real imposto pela máquina de ensaio. Após os ensaios de amplitude constante de carregamento foram realizados ensaios de amplitude variável com a aplicação em corpos de prova M(T) de espectros de vôos simulados padronizados pela NLR do tipo Twist e Falstaff e seus vôos reduzidos, mini-Twist e mini- Falstaff, em uma máquina servohidráulica de ensaios dinâmicos. A partir destes ensaios notou-se que suprimir os vôos com os carregamentos menos severos influencia muito a vida da propagação da trinca de fadiga, quando vôos simulados do tipo Twist e mini-Twist, fato este não observado para o Falstaff e mini-Falstaff. Foi possível observar também o efeito da aceleração e desaceleração da trinca por fadiga observando os gráficos de d2a/dvôo vs. a obtidos dos ensaios de amplitude variável. Foi realizado um estudo da superfície de fratura do CP05 por meio da técnica fractográfica do reconhecimento de blocos marcadores sendo possível mostrar uma satisfatória reconstituição da taxa de propagação da trinca por fadiga de vôo simulado do tipo Falstaff por meio de medidas das marcações na superfície de fratura dos vôos mais severos, realizadas em imagens obtidas por MEV. / The loading inference and the fractographic reconstruction of fatigue crack propagation rate in simulated flight stories, as Twist, mini-Twist, Falstaff and mini-Falstaff were investigated in this work. The studied material was an aluminum alloy SAE-AMS 7475 T7351. Tensile and hardness tests were carried out in order to determine mechanical properties, as well as chemical and microstructure analysis of the material. C(T) specimens were extracted from a block of material for constant amplitude load testing and M(T) specimens were extracted from a plate and were tested in variable amplitude loading. The curves (da/dN vs. &#916K) for constant-amplitude loading were obtained from fatigue crack propagation tests performed in L-T and T-L directions in C(T) specimens for R (0.1; 0.3; 0.5; 0.7 and 0.8), at room temperature, according to ASTM-E647 (1993). Two different constant loading fatigue tests were performed. At constant &#916P and distinct values of R for obtaining data of stages II and III of da/dN - &#916K curves; and at constant &#916K and increasing the R ratio to be used in the inference of constant amplitude loading in the relation of H/s striation morphology (obtained from fractographic images) and the loading ratio, R. Additionally, fracture toughness tests were executed in T-L and L-T directions, according to ASTM-E1820 (1999). The macroscopic and microscopic fatigue crack propagations were compared and good correlation was obtained for the range 0.1-1.0 &#956m/cycle, for all R values. By using the K factor parametrization method, Berkovitz (1995), the loading spectrum was estimated for the distinct R-values and the results were compared to the actual spectrum imposed by the test machine. Variable amplitude tests were performed in M(T) specimens by applying simulating flight spectra normalized by NLR, as Twist, mini-Twist, Falstaff and mini-Falstaff, in a servohydraulic test machine MTS, in which a Flextest GT controller was coupled. The suppression of less severe loading flights showed a great influence in fatigue crack propagation life, in simulated flight tests Twist and mini-Twist, but not in Falstaff and mini-Falstaff. The acceleration and slowing down of fatigue crack were observed in the d2a/dflight - a curve obtained from variable loading tests. The fractured surfaces of some samples were examined by the fractographic technique of blocking marks recognition. A good reconstitution of fatigue crack propagation rate of a simulated flight like Falstaff was obtained by the measurements of marks in the fracture surfaces of the more severe flights, in MEV images.

Devido à fragilidade do concreto, o controle e combate da fissuração são de importância fundamental em estruturas de concreto armado. Uma maneira de melhorar as propriedades do concreto à tração é pelo emprego de fibras. A presente pesquisa é uma tentativa de fornecer diretrizes para o dimensionamento de estruturas de concreto armado com fibras, e armadura convencional sob condições de serviço. Apresenta-se inicialmente, um estudo do comportamento do material à tração. Um modelo probabilístico/micro-mecânico fundamentado na mecânica de fratura, e capaz de prever o comportamento pós-fissuração do compósito é apresentado. O modelo prevê a relação tensão-abertura de fissura do compósito levando em conta os seguintes micro-mecanismos: travejamento de agregado e fibras, a ruptura das fibras, os efeitos de: atrito local (snubbing effect), esmagamento da matriz, Cook-Gordon, e da pré-tração das fibras. Em nível estrutural, dois modelos macro-mecânicos são apresentados. O primeiro modelo tem premissa na teoria clássica de fissura, e o segundo na mecânica de dado. O primeiro modelo é ajustado para aplicação na previsão de espaçamento e aberturas de fissura em estruturas de concreto armado com fibras discretas e aleatoriamente dispostas. É demostrado que o modelo micro-mecânico pode alimentar perfeitamente o modelo macro-mecânico. Ensaios de tração com elementos de placas de argamassa com fibras armada com tela ou fios foram realizados. Os resultados teóricos previstos pelo modelo foram comparados com os obtidos do programa experimental, e mostram uma boa concordância, comprovando a validade do modelo apresentado. / Due to the brittleness of concrete, the control and prevention of cracking in reinforced concrete structures are of prime importance. One way of improving the tensile properties of concrete is by the addition of fibres. The present research is a trial to provide guidelines for the design of fibre reinforced concrete structures under service loads. First of all, a study of the tensile behaviour of the composite material is presented. A probabilistic/fracture mechanics based micromechanical model, capable of predicting the poscracking behaviour of the material is presented. The model predicts the tensile stress-crack width relationship, accounting for the following micromechanisms: fibre and aggregate bridging, fibre rupture, local snubbing, matrix spalling, the Cook-Gordon interface effect, and fibre prestressing. At the structural level, two macromechanical models are presented. One is founded on the classical theory of cracking, while the other, a shear lag model, is founded on the continuum damage mechanics. The first model is adjusted for application to the prevision of crack width and crack spacing in fibre reinforced concrete structures with short discrete and randomly dispersed fibres. It is shown that the micromechanical model fits very well in the macrostructural model. Tensile tests with mortar specimens reinforced with continuous steel wires or meshes and PVA or polypropylene fibres were carried out. The theoretical results predicted by the model were compared with results obtained from the experimental program, and show very good agreement, confirming the validity of the theoretical model.

This thesis deals with a mechanical design of a front wheel hub carrier and a rear wheel hub carrier for Formula SAE. It contains the main design as well as the control of a screw and computer loading solve process. The essential objectives of this thesis are the optimization of the mechanical design and following manufacturing of desired parts and their practical usage in a Formula SAE race car.

<p>A large rectangular industrial duct consists of plates stiffened with parallel wide flange sections. The plates along with stiffeners acts to resist the pressure loads and to carry other loads to the supports. The behaviours of the components of large industrial ducts are significantly different from the behaviours on which the current design methods are based on. Investigation presented herein deals with the design methods for spacing stiffeners, proportioning stiffeners and calculating shear resistance of side panel.</p> <p>Current method of spacing stiffeners is based on large deflection plate theory. A parametric study was conducted on dimensionless parameters identified in order to benefit from membrane action in partially yielding plate for spacing stiffeners. Design equations were established in terms of dimensionless pressure, plate slenderness and normalized out-of-plane deflection for three cases namely; 0%, 16.5% and 33% of through thickness yielding of the plate. Results show that approximately 50% increase in stiffener spacing when yielding of 16.5% of thickness is permitted.</p> <p>Under suction type pressure load, the unsupported compression flange and restrained tension flange lead to distortional buckling of the stiffeners. The current methods do not address distortional buckling adequately. A parametric study on dimensionless parameters governing the behaviour and strength of stiffened plat panels was conducted. The study indicated that the behaviour and strength of the stiffened panels could be a function of web slenderness and overall slenderness of the stiffener. The study also identified the slenderness limit of stiffener web for which the stiffener reaches the yield moment capacity. This study demonstrated the conservatism of current method. Finally a method was established to calculate the strength of stiffened plate panel subjected lateral pressure.</p> <p>Side panels adjacent to the supports transfer large amount of shear to the supports and, in addition, resist internal pressure. Currently the design of side panels for shear is based on the methods used for the web of fabricated plate girders. The behaviour and the characteristics between the web of plate girder and the thin side panels are significantly different. A parametric study was conducted on dimensionless parameters identified. It was concluded that the plate slenderness dominates the normalized shear strength of stockier side panels. The aspect ratio and plate slenderness influence the normalized shear strength of slender side panels. Design methods to calculate the shear strength of side panels were proposed.</p> / Doctor of Philosophy (PhD)

[ES] La creciente aversión pública contra los motores de combustión interna ha llevado a un fuerte deseo de cambio hacia fuentes de energía renovables y más limpias. Sin embargo, todavía es difícil reemplazar los combustibles líquidos derivados del petróleo como fuente primaria de energía, principalmente debido a su gran disponibilidad, confiabilidad, y asequibilidad. Por lo tanto, la comunidad científica debe mantener los esfuerzos para aumentar la eficiencia de estos motores en beneficio de la sociedad. Con respecto a los motores diésel, una técnica implementada ha sido aumentar el número de orificios de salida del inyector y reducir sus diámetros, mejorando el proceso de mezcla aire/combustible. Sin embargo, a medida que aumenta el número de orificios en la boquilla, también aumenta la proximidad entre ellos, lo que lleva a una reducción en el espacio disponible para que cada chorro se desarrolle sin interactuar con los chorros adyacentes. Esta interacción podría afectar el evento de combustión y sus implicaciones no se han definido por completo. De esta manera, la presente tesis tuvo como objetivo analizar la influencia del espaciamiento entre chorros en el desarrollo de la inyección, y mejorar la metodología empleada en el instituto para estudiar el chorro en inyectores multi-orificios, teniendo en cuenta las interacciones entre chorros. Con este objetivo, Continental fabricó dos inyectores diésel idénticos excepto por la distribución geométrica de los orificios de salida de cada boquilla, ya que se destinaron específicamente a estudiar la influencia del espaciamiento entre chorros en el evento de inyección. Concretamente, el primer inyector permitió estudiar, durante el mismo evento de inyección, el desarrollo de un chorro aislado en un lado de la boquilla y, en la cara opuesta, cinco chorros con un espaciamiento entre ellos de 30°. Por otro lado, el segundo inyector tiene dos distribuciones de orificios adicionales, por lo que un total de tres configuraciones de espaciado entre chorros (30° - 36° - 45°) fueron comparadas con el rendimiento del chorro aislado (espaciado = 120°). Además, se probaron con éxito una nueva ventana óptica y un espejo de cerámica de alta temperatura. Con respecto al retraso de la ignición, los chorros con chorros vecinos tendieron a tener valores de retraso de la ignición iguales o ligeramente inferiores a los del chorro aislado en condiciones pobres de contorno (baja presión del raíl, temperatura, o densidad de la cámara). Por otro lado, el efecto contrario se observó al aumentar los valores de las condiciones de contorno, con valores de retraso de la ignición iguales o más altos para los chorros con chorros vecinos. No obstante, no se observó una tendencia clara, con interacciones complejas y múltiples factores afectando simultáneamente el evento de ignición. Sobre la longitud de levantamiento de llama, los resultados mostraron que al alcanzar cierta proximidad entre los chorros, la interacción entre ellos se convierte en un factor predominante en su comportamiento, y dicha longitud se reduce considerablemente. Por otro lado, a medida que aumentaba el espaciado entre chorros, la longitud se aproximaba gradualmente a la obtenida con el chorro aislado. En cuanto a la formación de hollín, los chorros con menor espaciado con sus chorros vecinos (30° y 36°) generalmente tuvieron mayor espesor óptico KL y valores máximos de masa de hollín para una condición de contorno dada, en comparación con el desarrollo del chorro aislado. Estas tendencias están en línea con los resultados de la longitud de levantamiento de llama observados, en los que los chorros estrechamente espaciados tuevieron una longitud más corta debido (posiblemente) al englobamiento de gases calientes. Esta reducción deterioraría el proceso de mezcla de aire/combustible y, en consecuencia, la combustión ocurriría en condiciones de mezcla más ricas que son propicias para la formación de hollín. / [CA] La creixent aversió pública contra els motors de combustió interna ha portat a un fort desig de canvi cap a fonts d'energia renovables i més netes. Tot i aixó, encara és difícil substituir els combustibles líquids derivats del petroli com a font primària d'energia, principalment per la seva gran disponibilitat, seguretat, i assequibilitat. Per tant, la comunitat científica ha de mantenir la investigació per tal d'augmentar l'eficiència d'aquests motors en benefici de la societat. Pel que fa als motors dièsel, una tècnica implementada ha estat augmentar el nombre d'orificis de sortida de l'injector i reduir els seus diàmetres, millorant el procés de barreja aire/combustible. No obstant això, a mesura que augmenta el nombre d'orificis a la tovera, també augmenta la proximitat entre ells, fet que porta a una reducció a l'espai disponible perquè cada raig es desenvolupi sense interactuar amb els dolls adjacents. Aquesta interacció podria afectar l'esdeveniment de la combustió i les seves implicacions no s'han definit del tot. D'aquesta manera, aquesta tesi va tenir com a objectiu analitzar la influència de l'espaiament entre dolls en el desenvolupament de la injecció, i millorar la metodologia emprada a l'institut per a estudiar els esdeveniments d'injecció d'injectors de múltiples orificis, tenint en compte les interaccions entre dolls. Amb aquest objectiu, Continental va fabricar dos injectors dièsel amb idèntic disseny intern excepte per la distribució geomètrica dels orificis de sortida de cada tovera, ja que es van destinar específicament a estudiar la influència de l'espaiament entre dolls a l'esdeveniment d'injecció. Concretament, el primer injector va permetre estudiar, durant el mateix esdeveniment d'injecció, el desenvolupament d'un raig solitari en un costat del tovera i, a la cara oposada, cinc raigs amb un espai entre ells de 30°. D'altra banda, el segon injector té dues distribucions d'orificis addicionals, aconseguint que un total de tres configuracions d'espaiat entre dolls (30°-36°-45°) es compararen amb el rendiment del raig solitari (espaiat = 120°). A més, es van provar amb èxit una nova finestra òptica i un mirall de ceràmica d'alta temperatura. Pel que fa al retard de la ignició, els dolls amb dolls adjacents van tendir a tenir valors de retard de la ignició iguals o lleugerament inferiors als del raig solitari en condicions pobres de contorn (baixa pressió del rail, temperatura, o densitat de la càmera). D'altra banda, l'efecte contrari es va observar augmentant els valors de les condicions de contorn, amb valors de retard de la ignició iguals o més alts per als dolls amb dolls adjacents. Tot i això, no es va apreciar un efecte constant, amb interaccions complexes i múltiples factors afectant simultàniament l'esdeveniment d'ignició. Sobre la longitud d'aixecament de flama, els resultats van mostrar que en assolir certa proximitat entre els dolls, la interacció entre ells es converteix en un factor predominant en el seu comportament, reduint-se considerablement aquesta longitud. D'altra banda, a mesura que augmentava l'espaiat entre dolls, la longitud s'aproximava gradualment a l'obtinguda amb el raig solitari. Quant a la formació de sutge, els raigs amb menor espaiat amb els seus raigs adjacents (30° i 36°) generalment van tenir més gruix òptic KL i valors màxims de massa de sutge per a una condició de contorn donada, en comparació amb el desenvolupament del raig solitari. Aquestes tendències estan aliniades amb els resultats de la longitud d'aixecament de flama observats, en què els dolls estretament espaiats van tenir una longitud més curta degut (possiblement) a l'englobament de gasos calents. Aquesta reducció deterioraria el procés de barreja d'aire/combustible i, en per tant, la combustió ocorreria en condicions de mescla més riques que són propícies per a la formació de sutge. / [EN] The growing public aversion to internal combustion engines has led to a strong desire to shift towards renewable and cleaner energy sources. However, it is still hard to replace petroleum-derived liquid fuels as the primary energy source, mainly due to their plenty of availability, reliability, and affordability. Then, efforts have to come from the research community to increase the efficiency of these engines for the benefit of society. Regarding diesel engines, one implemented technique has been to increase the number of outlet holes of the injector and reduce their diameters, enhancing the air/fuel mixing process. Nevertheless, as the number of holes in the nozzle increases, so does the proximity between them, leading to a reduction in the space available for each jet to develop without interacting with the neighbor sprays. This interaction could affect the combustion event, and its implications have not been entirely defined. Thus, the present thesis aimed to analyze the influence of inter-jet spacing on the injection development and enhance the methodology employed in the institute to study injection events of multi-holes injectors, accounting for the interactions between jets. To this end, two diesel injectors with six outlet orifices were manufactured by Continental with identical design, except for the geometric distribution of the outlet holes of each nozzle, as they were specifically allocated to study the influence of inter-jet spacing on the injection event. Concretely, the first injector allowed the study of the development of an isolated spray on one side and a spray with an inter-jet spacing of 30° on the other side during the same injection event. Moreover, the second injector has two additional orifices distributions, so a total of three inter-jet spacing configurations (30°- 36° - 45°) were compared to the performance of the isolated spray (spacing = 120°). Additionally, a novel optical window and high-temperature ceramic mirror were successfully tested. Regarding the ignition delay, sprays with neighbor jets tended to have equal or slightly smaller ignition delay values under poor mixing and ignition conditions (low rail pressure, chamber temperature, or chamber density conditions). On the other hand, the opposite effect was generally observed as the boundary conditions were overall increased, with equal or higher ignition delay values within sprays with neighbor jets, compared to that of the isolated spray. Nonetheless, no clear trend was defined, with complex interactions and multiple factors simultaneously affecting the ignition event. On the lift-off length, the results showed that after certain proximity between sprays is reached, the interaction between the jets becomes a predominant factor in their behavior, and the lift-off length is considerably reduced. Moreover, as the inter-jet spacing increases, the performance gradually approaches that obtained from the isolated spray. Respecting the soot formation, the sprays with closely spaced neighbor jets (30° and 36°) generally had higher optical thickness KL and peak soot mass values for a given boundary condition when compared to the development of the isolated spray. These trends are in line with the lift-off length results observed, in which the closely spaced jets had a shorter lift-off length due to (plausibly) hot gases re-entrainment. This shortening would deteriorate the air/fuel mixing process and, consequently, combustion happens in richer mixture conditions that are suitable for soot formation. / I want to express my gratitude to Generalitat Valenciana and European Social Fund for the financial support provided through the research grant (ACIF/2018/122) / Montiel Prieto, TE. (2022). Influence of Inter-Jet Spacing on the Diesel Spray Formation and Combustion [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/181608

In the present work, the load-bearing behaviour of Textile Reinforced Concrete (TRC), which is a composite of a fine-grained concrete matrix and a reinforcement of high-performance fibres processed to textiles, exposed to uniaxial tensile loading was investigated based on numerical simulations. The investigations are focussed on reinforcement of multi-filament yarns of alkali-resistant glass. When embedded in concrete, these yarns are not entirely penetrated with cementitious matrix, which leads associated with the heterogeneity of the concrete and the yarns to a complex load-bearing and failure behaviour of the composite. The main objective of the work was the theoretical investigation of effects in the load-bearing behaviour of TRC, which cannot be explained solely by available experimental results. Therefore, a model was developed, which can describe the tensile behaviour of TRC in different experimental test setups with a unified approach. Neglecting effects resulting from Poisson’s effect, a one-dimensional model implemented within the framework of the Finite Element Method was established. Nevertheless, the model takes also transverse effects into account by a subdivision of the reinforcement yarns into so-called segments. The model incorporates two types of finite elements: bar and bond elements. In longitudinal direction, the bar elements are arranged in series to represent the load-bearing behaviour of matrix or reinforcement. In transverse direction these bar element chains are connected with bond elements. The model gains most of its complexity from non-linearities arising from the constitutive relations, e. g., limited tensile strength of concrete and reinforcement, tension softening of the concrete, waviness of the reinforcement and non-linear bond laws. Besides a deterministic description of the material behaviour, also a stochastic formulation based on a random field approach was introduced in the model. The model has a number of advantageous features, which are provided in this combination only in a few of the existing models concerning TRC. It provides stress distributions in the reinforcement and the concrete as well as properties of concrete crack development like crack spacing and crack widths, which are in some of the existing models input parameters and not a result of the simulations. Moreover, the successive failure of the reinforcement can be studied with the model. The model was applied to three types of tests, the filament pull-out test, the yarn pull-out test and tensile tests with multiple concrete cracking. The results of the simulations regarding the filament pull-out tests showed good correspondence with experimental data. Parametric studies were performed to investigate the influence of geometrical properties in these tests like embedding and free lengths of the filament as well as bond properties between filament and matrix. The presented results of simulations of yarn pull-out tests demonstrated the applicability of the model to this type of test. It has been shown that a relatively fine subdivision of the reinforcement is necessary to represent the successive failure of the reinforcement yarns appropriately. The presented results showed that the model can provide the distribution of failure positions in the reinforcement and the degradation development of yarns during loading. One of the main objectives of the work was to investigate effects concerning the tensile material behaviour of TRC, which could not be explained, hitherto, based solely on experimental results. Hence, a large number of parametric studies was performed concerning tensile tests with multiple concrete cracking, which reflect the tensile behaviour of TRC as occurring in practice. The results of the simulations showed that the model is able to reproduce the typical tripartite stress-strain response of TRC consisting of the uncracked state, the state of multiple matrix cracking and the post-cracking state as known from experimental investigations. The best agreement between simulated and experimental results was achieved considering scatter in the material properties of concrete as well as concrete tension softening and reinforcement waviness. / Die vorliegende Arbeit beschäftigt sich mit Untersuchungen zum einaxialen Zugtragverhalten von Textilbeton. Textilbeton ist ein Verbundwerkstoff bestehend aus einer Matrix aus Feinbeton und einer Bewehrung aus Multifilamentgarnen aus Hochleistungsfasern, welche zu textilen Strukturen verarbeitet sind. Die Untersuchungen konzentrieren sich auf Bewehrungen aus alkali-resistentem Glas. Das Tragverhalten des Verbundwerkstoffs ist komplex, was aus der Heterogenität der Matrix und der Garne sowie der unvollständigen Durchdringung der Garne mit Matrix resultiert. Das Hauptziel der Arbeit ist die theoretische Untersuchung von Effekten und Mechanismen innerhalb des Lastabtragverhaltens von Textilbeton, welche nicht vollständig anhand verfügbarer experimenteller Ergebnisse erklärt werden können. Das entsprechende Modell zur Beschreibung des Zugtragverhaltens von Textilbeton soll verschiedene experimentelle Versuchstypen mit einem einheitlichen Modell abbilden können. Unter Vernachlässigung von Querdehneffekten wurde ein eindimensionales Modell entwickelt und im Rahmen der Finite-Elemente-Methode numerisch implementiert. Es werden jedoch auch Lastabtragmechanismen in Querrichtung durch eine Unterteilung der Bewehrungsgarne in sogenannte Segmente berücksichtigt. Das Modell enthält zwei Typen von finiten Elementen: Stabelemente und Verbundelemente. In Längsrichtung werden Stabelemente kettenförmig angeordnet, um das Tragverhalten von Matrix und Bewehrung abzubilden. In Querrichtung sind die Stabelementketten mit Verbundelementen gekoppelt. Das Modell erhält seine Komplexität hauptsächlich aus Nichtlinearitäten in der Materialbeschreibung, z.B. durch begrenzte Zugfestigkeiten von Matrix und Bewehrung, Zugentfestigung der Matrix, Welligkeit der Bewehrung und nichtlineare Verbundgesetze. Neben einer deterministischen Beschreibung des Materialverhaltens beinhaltet das Modell auch eine stochastische Beschreibung auf Grundlage eines Zufallsfeldansatzes. Mit dem Modell können Spannungsverteilungen im Verbundwerkstoff und Eigenschaften der Betonrissentwicklung, z.B. in Form von Rissbreiten und Rissabständen untersucht werden, was in dieser Kombination nur mit wenigen der existierenden Modelle für Textilbeton möglich ist. In vielen der vorhandenen Modelle sind diese Eigenschaften Eingangsgrößen für die Berechnungen und keine Ergebnisse. Darüber hinaus kann anhand des Modells auch das sukzessive Versagen der Bewehrungsgarne studiert werden. Das Modell wurde auf drei verschiedene Versuchstypen angewendet: den Filamentauszugversuch, den Garnauszugversuch und Dehnkörperversuche. Die Berechnungsergebnisse zu den Filamentauszugversuchen zeigten eine gute Übereinstimmung mit experimentellen Resultaten. Zudem wurden Parameterstudien durchgeführt, um Einflüsse aus Geometrieeigenschaften wie der eingebetteten und freien Filamentlänge sowie Materialeigenschaften wie dem Verbund zwischen Matrix und Filament zu untersuchen. Die Berechnungsergebnisse zum Garnauszugversuch demonstrierten die Anwendbarkeit des Modells auf diesen Versuchstyp. Es wurde gezeigt, dass für eine realitätsnahe Abbildung des Versagensverhaltens der Bewehrungsgarne eine relativ feine Auflösung der Bewehrung notwendig ist. Die Berechnungen lieferten die Verteilung von Versagenspositionen in der Bewehrung und die Entwicklung der Degradation der Garne im Belastungsverlauf. Ein Hauptziel der Arbeit war die Untersuchung von Effekten im Zugtragverhalten von Textilbeton, die bisher nicht durch experimentelle Untersuchungen erklärt werden konnten. Daher wurde eine Vielzahl von Parameterstudien zu Dehnkörpern mit mehrfacher Matrixrissbildung, welche das Zugtragverhalten von Textilbeton ähnlich praktischen Anwendungen abbilden, durchgeführt. Die Berechnungsergebnisse zeigten, dass der experimentell beobachtete dreigeteilte Verlauf der Spannungs-Dehnungs-Beziehung von Textilbeton bestehend aus dem ungerissenen Zustand, dem Zustand der Matrixrissbildung und dem Zustand der abgeschlossenen Rissbildung vom Modell wiedergegeben wird. Die beste Übereinstimmung zwischen berechneten und experimentellen Ergebnissen ergab sich unter Einbeziehung von Streuungen in den Materialeigenschaften der Matrix, der Zugentfestigung der Matrix und der Welligkeit der Bewehrung.