943 resultados para Cella Solare, simulazione numerica, Metal Wrap Through, rear Point Contact


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The aim of this work is to present various aspects of numerical simulation of particle and radiation transport for industrial and environmental protection applications, to enable the analysis of complex physical processes in a fast, reliable, and efficient way. In the first part we deal with speed-up of numerical simulation of neutron transport for nuclear reactor core analysis. The convergence properties of the source iteration scheme of the Method of Characteristics applied to be heterogeneous structured geometries has been enhanced by means of Boundary Projection Acceleration, enabling the study of 2D and 3D geometries with transport theory without spatial homogenization. The computational performances have been verified with the C5G7 2D and 3D benchmarks, showing a sensible reduction of iterations and CPU time. The second part is devoted to the study of temperature-dependent elastic scattering of neutrons for heavy isotopes near to the thermal zone. A numerical computation of the Doppler convolution of the elastic scattering kernel based on the gas model is presented, for a general energy dependent cross section and scattering law in the center of mass system. The range of integration has been optimized employing a numerical cutoff, allowing a faster numerical evaluation of the convolution integral. Legendre moments of the transfer kernel are subsequently obtained by direct quadrature and a numerical analysis of the convergence is presented. In the third part we focus our attention to remote sensing applications of radiative transfer employed to investigate the Earth's cryosphere. The photon transport equation is applied to simulate reflectivity of glaciers varying the age of the layer of snow or ice, its thickness, the presence or not other underlying layers, the degree of dust included in the snow, creating a framework able to decipher spectral signals collected by orbiting detectors.

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Il bisogno di creare dei metodi per l’identificazione delle performance e strumenti di diagnosi è sempre maggiore nelle turbomacchine. Le case costruttrici di motori, in generale, sono guidate dalle richieste del mercato e da normative sempre più severe, e ricercano quindi da un lato, sempre migliori prestazioni come ad esempio la diminuzione dei consumi e, dall’altro, l’abbattimento degli agenti inquinanti. In ambito industriale si ha l’esigenza di rendere più rapidi i tempi di progettazione e sviluppo dei motori per l’abbattimento dei costi di progettazione e per minimizzare il tempo di commercializzazione. Ecco perché entra in gioco, ed assume importanza, l’uso della simulazione numerica che fornisce informazioni utili sia in fase di verifica, che in fase di progetto di tutti i componenti del motore, anche quelli che sarebbero difficilmente accessibili per misure sperimentali. Al contempo i calcolatori moderni diventano facilmente e rapidamente sempre più potenti riducendo così i tempi di calcolo, e ciò ha consentito l’uso di tecniche numeriche che prima sarebbero risultate impensabili da utilizzare. Per mezzo dell’uso di codici di tipo bi o tri-dimensionale è possibile conoscere e valutare i valori delle grandezze termodinamiche del fluido che attraversa il motore punto per punto. Questi metodi presentano un elevata accuratezza ma hanno anche lo svantaggio di richiedere un elevato costo computazionale con conseguente aumento dei tempi di calcolo. In più hanno bisogno di molti dati di input per il modello matematico, e dipendono fortemente dalle condizioni iniziali e dalle condizioni al contorno. Nasce quindi l'esigenza di un ambiente di sviluppo che consenta una modellazione semplificata degli elementi costituenti il motore, ed un rapido interfacciamento con modelli locali più sofisticati. Inoltre, se si vogliono ottimizzare dei parametri relativi all’impianto globale oppure se si desidera avere un quadro generale delle prestazioni del motore è sufficiente usare modelli 0-D e 1-D per i vari componenti del motore. Sono stati svolti molti studi concentrati sullo sviluppo di strumenti capaci di supportare operazioni di pianificazione e/o per validare analisi di diagnosi.

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Lo studio di tesi che segue analizza un problema di controllo ottimo che ho sviluppato con la collaborazione dell'Ing. Stefano Varisco e della Dott.ssa Francesca Mincigrucci, presso la Ferrari Spa di Maranello. Si è trattato quindi di analizzare i dati di un controllo H-infinito; per eseguire ciò ho utilizzato i programmi di simulazione numerica Matlab e Simulink. Nel primo capitolo è presente la teoria dei sistemi di equazioni differenziali in forma di stato e ho analizzato le loro proprietà. Nel secondo capitolo, invece, ho introdotto la teoria del controllo automatico e in particolare il controllo ottimo. Nel terzo capitolo ho analizzato nello specifico il controllo che ho utilizzato per affrontare il problema richiesto che è il controllo H-infinito. Infine, nel quarto e ultimo capitolo ho specificato il modello che ho utilizzato e ho riportato l'implementazione numerica dell'algoritmo di controllo, e l'analisi dei dati di tale controllo.

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Studio delle variazioni delle prestazioni della cella solare a causa di non omogeneità localizzate nella struttura della cella (in questo caso trattasi di interruzioni nei fingers) . Valutazioni fatte per mezzo di simulazioni a rete elettrica distribuita, utilizzando un modello elettrico sviluppato in precedenza presso il laboratorio di Ingegneria di Cesena.

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L’aumento dei consumi energetici e la sempre maggiore attenzione posta al tema ambientale fanno delle energie alternative una valida alternativa alle fonti , quali carbone e petrolio,che presentano una elevata generazione di gas serra . Tra le varie fonti alternative di energia un ruolo preponderante è stato assunto dal solare fotovoltaico, che dagli anni ’80 ad oggi ha conosciuto un rapido sviluppo sia in termini di ricerca che di utilizzo su larga scala. Negli ultimi anni tutti gli studi si stanno concentrando su un nuovo tipo di fotovoltaico, quello di terza generazione , il cui scopo è quello di ottenere dispositivi che possano garantire elevate efficienze in modo tale che la tecnologia fotovoltaica sia in grado di affermarsi definitivamente nel settore dell’energia. Il presente lavoro di tesi analizza il processo di conversione fotovoltaica ed il principio di funzionamento delle celle solari . I limiti termodinamici per l'efficienza di conversione di celle solari a singola giunzione sono stati discussi nella tesi. E' presentata nella tesi una rassegna delle principali strategie per il superamento dei limiti termodinamici per l'efficienza di una cella solare a singola giunzione . Sono stati analizzati : •il processo di rilassamento intrabanda dei nanocristalli ; •la generazione multipla di eccitoni (MEG) •il processo di Generazione di eccitoni multipli in nanocristalli di silicio colloidali (MEG in Si NCs). Tali risultati rivestono un particolare interesse per lo sviluppo di celle solari innovative , ad alta efficienza di conversione , utilizzando un materiale facilmente reperibile ed economico come appunto è il Silicio.

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Il fotovoltaico (FV) costituisce il modo più diretto di conversione dell’energia solare in energia elettrica e si basa sull’effetto osservato da Becquerel nel 1839. Si può affermare che tale effetto è rimasto una curiosità di laboratorio dalla metà del XIX secolo fino al 1954, quando la prima cella solare in silicio con un’efficienza di conversione del 6% fu costruita ai Laboratori Bell. Da allora la ricerca in questo settore ha sperimentato una crescita costante ed oggi si può contare su tecnologie mature, in grado di sviluppare alte prestazioni in via di ulteriore miglioramento. Le celle tandem costituiscono ora il migliore esempio di dispositivi fotovoltaici in grado di convertire buona parte della potenza irraggiata dal sole. Aumentare l’efficienza con le celle tandem significa sfruttare le differenti lunghezze d’onda dello spettro solare. Questi dispositivi sono infatti costruiti impilando semiconduttori, disponendoli dal basso in modo crescente secondo i loro valori di energia di gap. A partire dall’analisi delle caratteristiche principali della radiazione solare e del principio di funzionamento delle celle fotovoltaiche, questo lavoro si propone di mettere in evidenza le potenzialità della tecnologia a multigiunzione, che ha già dimostrato rilevanti capacità di ottimizzazione delle prestazioni delle celle solari, facendo ben sperare per il futuro.

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Il presente lavoro di Tesi è stato incentrato sul dimensionamento di un sistema wireless epidermico abile a monitorare parametri fisiologici. La fase iniziale del lavoro è stata spesa per indagare le varie tipologie di sorgenti utili ad effettuare Energy Harvesting in contesti applicativi biomedicali, ed analizzare lo stato dell’arte in merito ai sistemi miniaturizzati, passivi, interfacciabili alla superficie corporea, configurabili nel settore di ricerca e-skin. Il corpo centrale del lavoro è stato quello di dimensionare un nuovo sistema wireless epidermico, energeticamente autonomo. Tale sistema è stato strutturato in tre catene costitutive. La prima di queste definita di Energy Harvesting e storage, presenta una cella solare, un boost converter –charger per il management della potenza ed una thin film battery come elemento di storage. La seconda catena è configurabile come quella di ricezione, in cui l’elemento cruciale è una Wake-Up Radio (WUR), la cui funzione è quella di abilitare il sistema di misura costituito da Microcontroller e sensore solo quando un Reader comunicherà la corretta sequenza di bit abilitanti alla lettura. La presente scelta ha mostrato vantaggi in termini di ridotti consumi. La terza ed ultima catena del sistema per mezzo di Microcontrollore e Transceiver consentirà di trasmettere via RF il dato letto al Reader. Una interfaccia grafica utente implementata in Matlab è stata ideata per la gestione dei dati. La sezione ultima della Tesi è stata impostata analizzando i possibili sviluppi futuri da seguire, in particolare integrare il sistema completo utilizzando un substrato flessibile così come il Kapton e dotare il sistema di sensoristica per misure biomediche specialistiche per esempio la misura del SpO2.

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We report here three examples of the reactivity of protic nucleophiles with diimine-type ligands in the presence of FeII salts. In the first case, the iron-promoted alcoholysis reaction of one nitrile group of the ligand 2,3-dicyano-5,6-bis(2-pyridyl)-pyrazine (L1) permitted the isolation of an stable E-imido−ester, [Fe(L1‘)2](CF3SO3)2 (1), which has been characterized by spectroscopic studies (IR, ES-MS, Mössbauer), elemental analysis, and crystallographically. Compound 1 consists of mononuclear octahedrally coordinated FeII complexes where the FeII ion is in its low-spin state. The iron-mediated nucleophilic attack of water to the asymmetric ligand 2,3-bis(2-pyridyl)pyrido[3,4-b]pyrazine (L2) has also been studied. In this context, the crystal structures of two hydration−oxidation FeIII products, [Fe(L2‘)2](ClO4)3·3CH3CN (2) and trans-[FeL2‘‘Cl2] (3), are described. Compounds 2 and 3 are both mononuclear FeIII complexes where the metals occupy octahedral positions. In principle, L2 is expected to coordinate to metal ions through its bipyridine-type units to form a five-membered ring; however, this is not the case in compounds 2 and 3. In 2, the ligand coordinates through its pyridines and through the hydroxyl group attached to the pyrazine imino carbon after hydration, that is, in an N,O,N tridentate manner. In compound 3, the ligand has suffered further transformations leading to a very stable diamido complex. In this case, the metal ion achieves its octahedral geometry by means of two pyridines, two amido N atoms, and two axial chlorine atoms. Magnetic susceptibility measurements confirmed the spin state of these two FeIII species:  compounds 2 and 3 are low-spin and high-spin, respectively.

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La fisuración iniciada en la superficie de los pavimentos asfálticos constituye uno de los más frecuentes e importantes modos de deterioro que tienen lugar en los firmes bituminosos, como han demostrado los estudios teóricos y experimentales llevados a cabo en la última década. Sin embargo, este mecanismo de fallo no ha sido considerado por los métodos tradicionales de diseño de estos firmes. El concepto de firmes de larga duración se fundamenta en un adecuado seguimiento del proceso de avance en profundidad de estos deterioros y la intervención en el momento más apropiado para conseguir mantenerlos confinados como fisuras de profundidad parcial en la capa superficial más fácilmente accesible y reparable, de manera que pueda prolongarse la durabilidad y funcionalidad del firme y reducir los costes generalizados de su ciclo de vida. Por lo tanto, para la selección de la estrategia óptima de conservación de los firmes resulta esencial disponer de metodologías que posibiliten la identificación precisa in situ de la fisuración descendente, su seguimiento y control, y que además permitan una determinación fiable y con alto rendimiento de su profundidad y extensión. En esta Tesis Doctoral se presentan los resultados obtenidos mediante la investigación sistemática de laboratorio e in situ llevada a cabo para la obtención de datos sobre fisuración descendente en firmes asfálticos y para el estudio de procedimientos de evaluación de la profundidad de este tipo de fisuras empleando técnicas de ultrasonidos. Dichos resultados han permitido comprobar que la metodología no destructiva propuesta, de rápida ejecución, bajo coste y sencilla implementación (principalmente empleada hasta el momento en estructuras metálicas y de hormigón, debido a las dificultades que introduce la naturaleza viscoelástica de los materiales bituminosos) puede ser aplicada con suficiente fiabilidad y repetibilidad sobre firmes asfálticos. Las medidas resultan asimismo independientes del espesor total del firme. Además, permite resolver algunos de los inconvenientes frecuentes que presentan otros métodos de diagnóstico de las fisuras de pavimentos, tales como la extracción de testigos (sistema destructivo, de alto coste y prolongados tiempos de interrupción del tráfico) o algunas otras técnicas no destructivas como las basadas en medidas de deflexiones o el georradar, las cuales no resultan suficientemente precisas para la investigación de fisuras superficiales. Para ello se han realizado varias campañas de ensayos sobre probetas de laboratorio en las que se han estudiado diferentes condiciones empíricas como, por ejemplo, distintos tipos de mezclas bituminosas en caliente (AC, SMA y PA), espesores de firme y adherencias entre capas, temperaturas, texturas superficiales, materiales de relleno y agua en el interior de las grietas, posición de los sensores y un amplio rango de posibles profundidades de fisura. Los métodos empleados se basan en la realización de varias medidas de velocidad o de tiempo de transmisión del pulso ultrasónico sobre una única cara o superficie accesible del material, de manera que resulte posible obtener un coeficiente de transmisión de la señal (mediciones relativas o autocompensadas). Las mediciones se han realizado a bajas frecuencias de excitación mediante dos equipos de ultrasonidos diferentes dotados, en un caso, de transductores de contacto puntual seco (DPC) y siendo en el otro instrumento de contacto plano a través de un material especialmente seleccionado para el acoplamiento (CPC). Ello ha permitido superar algunos de los tradicionales inconvenientes que presenta el uso de los transductores convencionales y no precisar preparación previa de las superficies. La técnica de autocalibración empleada elimina los errores sistemáticos y la necesidad de una calibración local previa, demostrando el potencial de esta tecnología. Los resultados experimentales han sido comparados con modelos teóricos simplificados que simulan la propagación de las ondas ultrasónicas en estos materiales bituminosos fisurados, los cuales han sido deducidos previamente mediante un planteamiento analítico y han permitido la correcta interpretación de dichos datos empíricos. Posteriormente, estos modelos se han calibrado mediante los resultados de laboratorio, proporcionándose sus expresiones matemáticas generalizadas y gráficas para su uso rutinario en las aplicaciones prácticas. Mediante los ensayos con ultrasonidos efectuados en campañas llevadas a cabo in situ, acompañados de la extracción de testigos del firme, se han podido evaluar los modelos propuestos. El máximo error relativo promedio en la estimación de la profundidad de las fisuras al aplicar dichos modelos no ha superado el 13%, con un nivel de confianza del 95%, en el conjunto de todos los ensayos realizados. La comprobación in situ de los modelos ha permitido establecer los criterios y las necesarias recomendaciones para su utilización sobre firmes en servicio. La experiencia obtenida posibilita la integración de esta metodología entre las técnicas de auscultación para la gestión de su conservación. Abstract Surface-initiated cracking of asphalt pavements constitutes one of the most frequent and important types of distress that occur in flexible bituminous pavements, as clearly has been demonstrated in the technical and experimental studies done over the past decade. However, this failure mechanism has not been taken into consideration for traditional methods of flexible pavement design. The concept of long-lasting pavements is based on adequate monitoring of the depth and extent of these deteriorations and on intervention at the most appropriate moment so as to contain them in the surface layer in the form of easily-accessible and repairable partial-depth topdown cracks, thereby prolonging the durability and serviceability of the pavement and reducing the overall cost of its life cycle. Therefore, to select the optimal maintenance strategy for perpetual pavements, it becomes essential to have access to methodologies that enable precise on-site identification, monitoring and control of top-down propagated cracks and that also permit a reliable, high-performance determination of the extent and depth of cracking. This PhD Thesis presents the results of systematic laboratory and in situ research carried out to obtain information about top-down cracking in asphalt pavements and to study methods of depth evaluation of this type of cracking using ultrasonic techniques. These results have demonstrated that the proposed non-destructive methodology –cost-effective, fast and easy-to-implement– (mainly used to date for concrete and metal structures, due to the difficulties caused by the viscoelastic nature of bituminous materials) can be applied with sufficient reliability and repeatability to asphalt pavements. Measurements are also independent of the asphalt thickness. Furthermore, it resolves some of the common inconveniences presented by other methods used to evaluate pavement cracking, such as core extraction (a destructive and expensive procedure that requires prolonged traffic interruptions) and other non-destructive techniques, such as those based on deflection measurements or ground-penetrating radar, which are not sufficiently precise to measure surface cracks. To obtain these results, extensive tests were performed on laboratory specimens. Different empirical conditions were studied, such as various types of hot bituminous mixtures (AC, SMA and PA), differing thicknesses of asphalt and adhesions between layers, varied temperatures, surface textures, filling materials and water within the crack, different sensor positions, as well as an ample range of possible crack depths. The methods employed in the study are based on a series of measurements of ultrasonic pulse velocities or transmission times over a single accessible side or surface of the material that make it possible to obtain a signal transmission coefficient (relative or auto-calibrated readings). Measurements were taken at low frequencies by two short-pulse ultrasonic devices: one equipped with dry point contact transducers (DPC) and the other with flat contact transducers that require a specially-selected coupling material (CPC). In this way, some of the traditional inconveniences presented by the use of conventional transducers were overcome and a prior preparation of the surfaces was not required. The auto-compensating technique eliminated systematic errors and the need for previous local calibration, demonstrating the potential for this technology. The experimental results have been compared with simplified theoretical models that simulate ultrasonic wave propagation in cracked bituminous materials, which had been previously deduced using an analytical approach and have permitted the correct interpretation of the aforementioned empirical results. These models were subsequently calibrated using the laboratory results, providing generalized mathematical expressions and graphics for routine use in practical applications. Through a series of on-site ultrasound test campaigns, accompanied by asphalt core extraction, it was possible to evaluate the proposed models, with differences between predicted crack depths and those measured in situ lower than 13% (with a confidence level of 95%). Thereby, the criteria and the necessary recommendations for their implementation on in-service asphalt pavements have been established. The experience obtained through this study makes it possible to integrate this methodology into the evaluation techniques for pavement management systems.

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In the Laser-Fired Contact (LFC) process, a laser beam fires a metallic layer through a dielectric passivating layer into the silicon wafer to form an electrical contact with the silicon bulk [1]. This laser technique is an interesting alternative for the fabrication of both laboratory and industrial scale high efficiency passivated emitter and rear cell (PERC). One of the principal characteristics of this promising technique is the capability to reduce the recombination losses at the rear surface in crystalline silicon solar cells. Therefore, it is crucial to optimize LFC because this process is one of the most promising concepts to produce rear side point contacts at process speeds compatible with the final industrial application. In that sense, this work investigates the optimization of LFC processing to improve the back contact in silicon solar cells using fully commercial solid state lasers with pulse width in the ns range, thus studying the influence of the wavelength using the three first harmonics (corresponding to wavelengths of 1064 nm, 532 nm and 355 nm). Previous studies of our group focused their attention in other processing parameters as laser fluence, number of pulses, passivating material [2, 3] thickness of the rear metallic contact [4], etc. In addition, the present work completes the parametric optimization by assessing the influence of the laser wavelength on the contact property. In particular we report results on the morphology and electrical behaviour of samples specifically designed to assess the quality of the process. In order to study the influence of the laser wavelength on the contact feature we used as figure of merit the specific contact resistance. In all processes the best results have been obtained using green (532 nm) and UV (355 nm), with excellent values for this magnitude far below 1 mΩcm2.

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Los accidentes con implicación de autocares en los que se producen vuelcos ponen de manifiesto la especial agresividad de los mismos, como lo confirman las estadísticas. Como medida para mejorar la seguridad de los Vehículos de Grandes Dimensiones para el Transporte de Pasajeros (V.G.D.T.P.) frente a vuelco fue aprobado por las Naciones Unidas el Reglamento Nº 66 de Ginebra. Este reglamento establece los requisitos mínimos que las estructuras de los vehículos de grandes dimensiones deben cumplir con respecto a vuelco. El reglamento 66 ha supuesto un paso adelante muy importante en relación con la seguridad de los autocares, puesto que especifica por primera vez requerimientos estructurales a este tipo de vehículos, y en general ha supuesto una mejora del vehículo . Por otro lado, a consecuencia de la obligatoriedad de instalación de cinturones de seguridad, existe una unión entre pasajeros y vehículo, pero como no se trata de una unión rígida, hay que contemplar el porcentaje de la masa de los ocupantes que influye en la absorción de energía de la estructura. Además la retención de los ocupantes con cinturones de seguridad influye en la energía a absorber por la estructura del vehículo en dos aspectos, por un lado aumenta la masa del vehículo y en el otro se incrementa la altura el centro de gravedad. Esta situación a conducido a elaborar por parte de las Naciones Unidas la revisión 01 del Reglamento 66, en el que se considera que el 50 % de la masa total de los pasajeros posee una unión rígida con la estructura del vehículo, y por lo tanto debe ser tenida en cuenta si el vehículo posee sistemas de retención. En la situación actual, con limitaciones de peso del vehículo y peso por eje, los elementos de confort, seguridad y espacio para maleteros contribuyen a aumentar el peso del vehículo. Esto unido a la dificultad de introducción de cambios radicales en la concepción actual de fabricación de este tipo de vehículos por suponer unas pérdidas importantes para los fabricantes existentes, tanto en su conocimiento del producto como en su metodología de proceso, conlleva la necesidad cada vez más agobiante de analizar y evaluar otras alternativas estructurales que sin suponer grandes revoluciones a los productos actualmente en fabricación los complementen permitiendo adaptarse a los nuevos requerimientos en seguridad. Recientes desarrollos en la relación costo-beneficio de los procesos para la producción de materiales celulares metálicos de baja densidad, tales como las espumas metálicas, los posiciona como una alternativa de especial interés para la aplicación como elementos de absorción de energía para reforzar estructuras. El relleno con espumas metálicas puede ser más eficiente en términos de optimización de peso comparado con el aumento de espesor de los perfiles estructurales, dado que la absorción de energía se produce en una fracción relativamente pequeña de los perfiles, en las denominadas rótulas plásticas. La aplicación de espumas de relleno metálicas en estructuras de vehículos se está empezando a emplear en determinadas zonas de los vehículos de turismo, siendo totalmente novedosa cualquier intento de aplicación en estructuras de autobuses y autocares. Conforme a lo expuesto, y con el objeto de resolver estos problemas, se ha elaborado el presente trabajo de tesis doctoral, cuyos objetivos son: -Desarrollar un modelo matemático, que permita simular el ensayo de vuelco, considerando la influencia de los ocupantes retenidos con cinturones de seguridad para evaluar su influencia en la absorción de energía de la estructura. -Validar el modelo matemático de vuelco de la estructura mediante ensayos de secciones representativas de la estructura del vehículo y mediante el ensayo de un vehículo completo. -Realizar un estudio de las propiedades de las espumas metálicas que permitan incorporarlas como elemento de absorción de energía en el relleno de componentes de la superestructura de autobuses y autocares. -Desarrollar un modelo matemático para evaluar el aporte del relleno de espuma metálica en la absorción de energía ante solicitaciones por flexión estática y dinámica en componentes de la superestructura de autobuses o autocares. -Realizar un programa de ensayos a flexión estáticos y dinámicos para validar el modelo matemático del aporte del relleno de espuma metálica sobre componentes de la superestructura de autobuses y autocares. . -Incorporar al modelo matemático de vuelco de la estructura, los resultados obtenidos sobre componentes con relleno de espuma metálica, para evaluar el aporte en la absorción de energía. -Validar el modelo de vuelco de la estructura del autobús o autocar con relleno de espuma metálica, mediante ensayos de secciones de carrocería. ABSTRACT Accidents involving buses in which rollovers occur reveal the special aggressiveness thereof, as the statistics prove. As a measure to improve the safety of large vehicles for the transport of passengers to rollover, Regulation 66 of Geneva was approved by the United Nations. This regulation establishes the minimum requirements that structures of large vehicles must comply with respect to rollovers. The regulation 66 has been a major step forward in relation to the safety of coaches, since it specifies structural requirements to such vehicles and has been an improvement for the vehicle. In turn, as a result of compulsory installation of safety belts, there is contact between passengers and vehicle, but as it is not a rigid connection we must contemplate the percentage of the mass of the occupants that impacts on the energy absorption of the structure. Thus, the passengers’ restraining modifies the energy to absorb by the vehicle in two different aspects: On the one hand, it increases the vehicle weight and on the other the height of the center of gravity. This circumstance has taken the United Nations to elaborate Revision 01 of Regulation 66, in which it is considered that the 50 percent of passengers’ mass has a rigid joint together with the vehicle structure and, therefore, the passengers’ mass mentioned above should be highly considered if the vehicle has seat belts. In the present situation, in which limitations in vehicle weight and weight in axles are stricter, elements of comfort, safety and space for baggage are contributing to increase the weight of the vehicle. This coupled with the difficulty of introducing radical changes in the current conception of manufacturing such vehicles pose significant losses for existing manufacturers, both in product knowledge and process methodology, entails the overwhelming need to analyze and evaluate other structural alternatives without assuming relevant modifications on the products manufactured currently allowing them to adapt to the new safety requirements. Recent developments in cost-benefit processes for the production of metallic foams of low density, such as metal foams, place them as an alternative of special interest to be used as energy absorbers to strengthen structures. The filling with metal foams can be more efficient in terms of weight optimization compared with increasing thickness of the structural beams, since the energy absorption occurs in a relatively small fraction of the beams, called plastic hinges. The application of metal filling foams in vehicle structures is beginning to be used in certain areas of passenger cars, being an innovative opportunity in structures for application in buses and coaches. According to the mentioned before, and in order to come forward with a solution, this doctoral thesis has been prepared and its objectives are: - Develop a mathematical model to simulate the rollover test, considering the influence of the occupants held with seat belts to assess their influence on energy absorption structure. - Validate the mathematical model of the structure rollover by testing representative sections of the vehicle structure and by testing a complete vehicle. - Conduct a study of the properties of metal foams as possible incorporation of energy absorbing element in the filler component of the superstructure of buses and coaches. - Elaborate a mathematical model to assess the contribution of the metal foam filling in absorbing energy for static and dynamic bending loads on the components of buses or coaches superstructure. - Conduct a static and dynamic bending test program to validate the mathematical model of contribution of metal foam filling on components of the superstructure of buses and coaches bending. - To incorporate into the mathematical model of structure rollover, the results obtained on components filled with metal foam, to evaluate the contribution to the energy absorption. - Validate the rollover model structure of the bus or coach filled with metal foam through tests of bay sections. The objectives in this thesis have been achieved successfully. The contribution calculation model with metal foam filling in the vehicle structure has revealed that the filling with metal foam is more efficient than increasing thickness of the beams, as demonstrated in the experimental validation of bay sections.

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In this thesis the factors surrounding the permeation of alkali and alkaline earth metal salts through hydrogel membranes are investigated. Although of relevance to aqueous separations in general, it was with their potential application in sensors that this work was particularly concerned. In order to study the effect that the nature of the solute has on the transport process, a single polymer matrix, poly (2-hydroxyethyl methacrylate), was initially studied. The influence of cation variation in the presence of a fixed anion was looked at, followed by the effect of the anion in the presence of a fixed cation. The anion was found to possess the dominant influence and tended to subsume any influence by the cation. This is explained in terms of the structure-making and structure-breaking characteristics of the ions in their solute-water interactions. Analogies in the transport behaviour of the salts are made with the Hofmeister series. The effect of the chemical composition of the polymer backbone on the water structuring in the hydrogel and, consequently, transport through the membrane, was investigated by preparing a series of poly (2-hydroxyethyl methacrylate) copolymer membranes and determining the permeability coefficient of salts with a fixed anion. The results were discussed in terms of the `free-volume' model of permeation and the water structuring of the polymer backbone. The ability of ionophores to selectively modulate the permeation of salts through hydrogel membranes was also examined. The results indicated that a dualsorption model was in operation. Finally, hydrogels were used as membrane overlays on coated wire ion-selective electrodes that employed conventional plasticised-PVC-valinomycin based sensing membranes. The hydrogel overlays were found to affect the access of the analyte but not the underlying electrochemistry.

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Were synthesized in this work in the following aqueous solution coordination compounds: [Ni(LDP)(H2O)2Cl2].2H2O, [Co(LDP)Cl2].3H2O, [Ni(CDP)Cl2].4H2O, [Co(CDP)Cl2].4H2O, [Ni(BDZ)2Cl2].4H2O and [Co(BDZ)2Cl2(H2O)2]. These complexes were synthesized by stoichiometric addition of the binder in the respective metal chloride solutions. Precipitation occurred after drying the solvent at room temperature. The characterization and proposed structures were made using conventional analysis methods such as elemental analysis (CHN), absorption spectroscopy in the infrared Fourier transform spectroscopy (FTIR), X-ray diffraction by the powder method and Technical thermoanalytical TG / DTG (thermogravimetry / derivative thermogravimetry) and DSC (differential scanning calorimetry). These techniques provided information on dehydration, coordination modes, thermal performance, composition and structure of the synthesized compounds. The results of the TG curve, it was possible to establish the general formula of each compound synthesized. The analysis of X-ray diffraction was observed that four of the synthesized complex crystal structure which does not exhibit the complex was obtained from Ldopa and carbidopa and the complex obtained from benzimidazole was obtained crystal structures. The observations of the spectra in the infrared region suggested a monodentate ligand coordination to metal centers through its amine group for all complexes. The TG-DTG and DSC curves provide important information and on the behavior and thermal decomposition of the synthesized compounds. The molar conductivity data indicated that the solutions of the complexes formed behave as a nonelectrolyte, which implies that chlorine is coordinated to the central atom in the complex.

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Were synthesized in this work in the following aqueous solution coordination compounds: [Ni(LDP)(H2O)2Cl2].2H2O, [Co(LDP)Cl2].3H2O, [Ni(CDP)Cl2].4H2O, [Co(CDP)Cl2].4H2O, [Ni(BDZ)2Cl2].4H2O and [Co(BDZ)2Cl2(H2O)2]. These complexes were synthesized by stoichiometric addition of the binder in the respective metal chloride solutions. Precipitation occurred after drying the solvent at room temperature. The characterization and proposed structures were made using conventional analysis methods such as elemental analysis (CHN), absorption spectroscopy in the infrared Fourier transform spectroscopy (FTIR), X-ray diffraction by the powder method and Technical thermoanalytical TG / DTG (thermogravimetry / derivative thermogravimetry) and DSC (differential scanning calorimetry). These techniques provided information on dehydration, coordination modes, thermal performance, composition and structure of the synthesized compounds. The results of the TG curve, it was possible to establish the general formula of each compound synthesized. The analysis of X-ray diffraction was observed that four of the synthesized complex crystal structure which does not exhibit the complex was obtained from Ldopa and carbidopa and the complex obtained from benzimidazole was obtained crystal structures. The observations of the spectra in the infrared region suggested a monodentate ligand coordination to metal centers through its amine group for all complexes. The TG-DTG and DSC curves provide important information and on the behavior and thermal decomposition of the synthesized compounds. The molar conductivity data indicated that the solutions of the complexes formed behave as a nonelectrolyte, which implies that chlorine is coordinated to the central atom in the complex.

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In questo lavoro di tesi si è realizzato un modello matematico con l’intento di fornire uno strumento per lo studio della risposta cardiovascolare alla contropulsazione esterna. L’ EECP (Enhanced External Counterpulsation) è un metodo non invasivo di assistenza cardiaca basato sull’applicazione di pressioni sincronizzate col ritmo cardiaco su determinate superfici corporee. I benefici della terapia su pazienti con sofferenze cardiache sono confermati dalle tabelle cliniche; rimane tuttavia non chiaro il legame diretto tra questi e la EECP. La base del lavoro è un modello della circolazione sanguigna adattato allo studio della situazione in esame e riprodotto mediante il software di calcolo Matlab. Il modello proposto e la relativa simulazione numerica permettono la visualizzazione istantanea delle modifiche che l’azione di contropulsazione apporta al flusso e alla pressione sanguigna, al fine di offrire un aiuto nella ricerca di un legame diretto tra la EECP e i benefici che questa terapia ha sul paziente.