7 resultados para 3D modelling

em Universidad Politécnica de Madrid


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The period between 1570-1620 has left a remarkable amount of documents related to shipbuilding in the Iberian Peninsula. Among them, the Instrucción nautica written by Diego García de Palacio in 1587 is widely recognized as the first published book that includes an extensive discussion of ship design and construction. García de Palacio centres his discussion on a 400 toneladas nao, a series of woodcuts that illustrate the shape and dimensions of the ship accompany the explanation. In the late XVI century ship hulls were designed following procedures based upon an old shipwrightry tradition born in the Mediterranean. By simple rules the master shipwright plots the central frame and tail frames and complete the hull body using wooden ribbands. Computer software for 3D modelling using NURBs surfaces helps to recreate ships hulls. In this work the 400 toneladas nao is reconstructed and her hydrostatic parameters are compared with other ships.

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A fully 3D iterative image reconstruction algorithm has been developed for high-resolution PET cameras composed of pixelated scintillator crystal arrays and rotating planar detectors, based on the ordered subsets approach. The associated system matrix is precalculated with Monte Carlo methods that incorporate physical effects not included in analytical models, such as positron range effects and interaction of the incident gammas with the scintillator material. Custom Monte Carlo methodologies have been developed and optimized for modelling of system matrices for fast iterative image reconstruction adapted to specific scanner geometries, without redundant calculations. According to the methodology proposed here, only one-eighth of the voxels within two central transaxial slices need to be modelled in detail. The rest of the system matrix elements can be obtained with the aid of axial symmetries and redundancies, as well as in-plane symmetries within transaxial slices. Sparse matrix techniques for the non-zero system matrix elements are employed, allowing for fast execution of the image reconstruction process. This 3D image reconstruction scheme has been compared in terms of image quality to a 2D fast implementation of the OSEM algorithm combined with Fourier rebinning approaches. This work confirms the superiority of fully 3D OSEM in terms of spatial resolution, contrast recovery and noise reduction as compared to conventional 2D approaches based on rebinning schemes. At the same time it demonstrates that fully 3D methodologies can be efficiently applied to the image reconstruction problem for high-resolution rotational PET cameras by applying accurate pre-calculated system models and taking advantage of the system's symmetries.

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The Agent-Based Modelling and simulation (ABM) is a rather new approach for studying complex systems withinteracting autonomous agents that has lately undergone great growth in various fields such as biology, physics, social science, economics and business. Efforts to model and simulate the highly complex cement hydration process have been made over the past 40 years, with the aim of predicting the performance of concrete and designing innovative and enhanced cementitious materials. The ABM presented here - based on previous work - focuses on the early stages of cement hydration by modelling the physical-chemical processes at the particle level. The model considers the cement hydration process as a time and 3D space system, involving multiple diffusing and reacting species of spherical particles. Chemical reactions are simulated by adaptively selecting discrete stochastic simulation for the appropriate reaction, whenever that is necessary. Interactions between particles are also considered. The model has been inspired by reported cellular automata?s approach which provides detailed predictions of cement microstructure at the expense of significant computational difficulty. The ABM approach herein seeks to bring about an optimal balance between accuracy and computational efficiency.

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Modelling of entire wind farms in flat and complex terrain using a full 3D Navier–Stokes solver for incompressible flow is presented in this paper. Numerical integration of the governing equations is performed using an implicit pressure correction scheme, where the wind turbines (W/Ts) are modelled as momentum absorbers through their thrust coefficient. The k–ω turbulence model, suitably modified for atmospheric flows, is employed for closure. A correction is introduced to account for the underestimation of the near wake deficit, in which the turbulence time scale is bounded using a general “realizability” constraint for the fluctuating velocities. The second modelling issue that is discussed in this paper is related to the determination of the reference wind speed for the thrust calculation of the machines. Dealing with large wind farms and wind farms in complex terrain, determining the reference wind speed is not obvious when a W/T operates in the wake of another WT and/or in complex terrain. Two alternatives are compared: using the wind speed value at hub height one diameter upstream of the W/T and adopting an induction factor-based concept to overcome the utilization of a wind speed at a certain distance upwind of the rotor. Application is made in two wind farms, a five-machine one located in flat terrain and a 43-machine one located in complex terrain.

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The complexity of planning a wireless sensor network is dependent on the aspects of optimization and on the application requirements. Even though Murphy's Law is applied everywhere in reality, a good planning algorithm will assist the designers to be aware of the short plates of their design and to improve them before the problems being exposed at the real deployment. A 3D multi-objective planning algorithm is proposed in this paper to provide solutions on the locations of nodes and their properties. It employs a developed ray-tracing scheme for sensing signal and radio propagation modelling. Therefore it is sensitive to the obstacles and makes the models of sensing coverage and link quality more practical compared with other heuristics that use ideal unit-disk models. The proposed algorithm aims at reaching an overall optimization on hardware cost, coverage, link quality and lifetime. Thus each of those metrics are modelled and normalized to compose a desirability function. Evolutionary algorithm is designed to efficiently tackle this NP-hard multi-objective optimization problem. The proposed algorithm is applicable for both indoor and outdoor 3D scenarios. Different parameters that affect the performance are analyzed through extensive experiments; two state-of-the-art algorithms are rebuilt and tested with the same configuration as that of the proposed algorithm. The results indicate that the proposed algorithm converges efficiently within 600 iterations and performs better than the compared heuristics.

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El estudio desarrollado en este trabajo de tesis se centra en la modelización numérica de la fase de propagación de los deslizamientos rápidos de ladera a través del método sin malla Smoothed Particle Hydrodynamics (SPH). Este método tiene la gran ventaja de permitir el análisis de problemas de grandes deformaciones evitando operaciones costosas de remallado como en el caso de métodos numéricos con mallas tal como el método de los Elementos Finitos. En esta tesis, particular atención viene dada al rol que la reología y la presión de poros desempeñan durante estos eventos. El modelo matemático utilizado se basa en la formulación de Biot-Zienkiewicz v - pw, que representa el comportamiento, expresado en términos de velocidad del esqueleto sólido y presiones de poros, de la mezcla de partículas sólidas en un medio saturado. Las ecuaciones que gobiernan el problema son: • la ecuación de balance de masa de la fase del fluido intersticial, • la ecuación de balance de momento de la fase del fluido intersticial y de la mezcla, • la ecuación constitutiva y • una ecuación cinemática. Debido a sus propiedades geométricas, los deslizamientos de ladera se caracterizan por tener una profundidad muy pequeña frente a su longitud y a su anchura, y, consecuentemente, el modelo matemático mencionado anteriormente se puede simplificar integrando en profundidad las ecuaciones, pasando de un modelo 3D a 2D, el cual presenta una combinación excelente de precisión, sencillez y costes computacionales. El modelo propuesto en este trabajo se diferencia de los modelos integrados en profundidad existentes por incorporar un ulterior modelo capaz de proveer información sobre la presión del fluido intersticial a cada paso computacional de la propagación del deslizamiento. En una manera muy eficaz, la evolución de los perfiles de la presión de poros está numéricamente resuelta a través de un esquema explicito de Diferencias Finitas a cada nodo SPH. Este nuevo enfoque es capaz de tener en cuenta la variación de presión de poros debida a cambios de altura, de consolidación vertical o de cambios en las tensiones totales. Con respecto al comportamiento constitutivo, uno de los problemas principales al modelizar numéricamente deslizamientos rápidos de ladera está en la dificultad de simular con la misma ley constitutiva o reológica la transición de la fase de iniciación, donde el material se comporta como un sólido, a la fase de propagación donde el material se comporta como un fluido. En este trabajo de tesis, se propone un nuevo modelo reológico basado en el modelo viscoplástico de Perzyna, pensando a la viscoplasticidad como a la llave para poder simular tanto la fase de iniciación como la de propagación con el mismo modelo constitutivo. Con el fin de validar el modelo matemático y numérico se reproducen tanto ejemplos de referencia con solución analítica como experimentos de laboratorio. Finalmente, el modelo se aplica a casos reales, con especial atención al caso del deslizamiento de 1966 en Aberfan, mostrando como los resultados obtenidos simulan con éxito estos tipos de riesgos naturales. The study developed in this thesis focuses on the modelling of landslides propagation with the Smoothed Particle Hydrodynamics (SPH) meshless method which has the great advantage of allowing to deal with large deformation problems by avoiding expensive remeshing operations as happens for mesh methods such as, for example, the Finite Element Method. In this thesis, special attention is given to the role played by rheology and pore water pressure during these natural hazards. The mathematical framework used is based on the v - pw Biot-Zienkiewicz formulation, which represents the behaviour, formulated in terms of soil skeleton velocity and pore water pressure, of the mixture of solid particles and pore water in a saturated media. The governing equations are: • the mass balance equation for the pore water phase, • the momentum balance equation for the pore water phase and the mixture, • the constitutive equation and • a kinematic equation. Landslides, due to their shape and geometrical properties, have small depths in comparison with their length or width, therefore, the mathematical model aforementioned can then be simplified by depth integrating the equations, switching from a 3D to a 2D model, which presents an excellent combination of accuracy, computational costs and simplicity. The proposed model differs from previous depth integrated models by including a sub-model able to provide information on pore water pressure profiles at each computational step of the landslide's propagation. In an effective way, the evolution of the pore water pressure profiles is numerically solved through a set of 1D Finite Differences explicit scheme at each SPH node. This new approach is able to take into account the variation of the pore water pressure due to changes of height, vertical consolidation or changes of total stress. Concerning the constitutive behaviour, one of the main issues when modelling fast landslides is the difficulty to simulate with the same constitutive or rheological model the transition from the triggering phase, where the landslide behaves like a solid, to the propagation phase, where the landslide behaves in a fluid-like manner. In this work thesis, a new rheological model is proposed, based on the Perzyna viscoplastic model, thinking of viscoplasticity as the key to close the gap between the triggering and the propagation phase. In order to validate the mathematical model and the numerical approach, benchmarks and laboratory experiments are reproduced and compared to analytical solutions when possible. Finally, applications to real cases are studied, with particular attention paid to the Aberfan flowslide of 1966, showing how the mathematical model accurately and successfully simulate these kind of natural hazards.

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Uno de los aspectos más complicados del diseño de sistemas HVAC en buques es la correcta evaluación de las necesidades de aire fresco y el correcto dimensionado de los conductos que suministran dicho aire y evacuan el calor generado a bordo. Contrariamente a lo que sucede en los sistemas de tuberías, las características particulares del caudal de aire hacen que el dimensionado de los conductos sea muy sensible al trazado y geometría de los mismos, por lo que para obtener un buen diseño es necesaria una relación muy estrecha y una integración bidireccional entre los cálculos y el trazado de los propios conductos en el buque. Asumida la utilización de sistemas CAD/CAM para las tareas de diseño, históricamente, aquellos que permitían modelar conductos HVAC no incluían en su alcance de suministro los aspectos de cálculo, y como consecuencia de ello, el trazado de conductos se reducía a la inclusión en el modelo 3D de circuitos y sistemas previamente calculados y dimensionados, Así, servían únicamente para calcular interferencias con otros elementos del modelo 3D y para obtener posteriormente planos de fabricación y montaje. Esto, que por sí no es poco, dejaba el diseño de sistemas HVAC pendiente de una importante interacción manual y de habituales retrabajos, ya que cualquier modificación en el trazado de los conductos, consecuencia de otras necesidades del diseño, obligaba a los diseñadores a recalcular y redimensionar los conductos en un entorno diferente al del propio sistema CAD/CAM, y volver a realizar el modelado de los mismos, reduciendo significativamente las ventajas de la utilización de un modelo 3D. Partiendo de esta situación real, y con objeto de solucionar el problema que para el diseño y la propia producción del buque se creaba, se concibió una herramienta que permitiera la definición en el modelo 3D de diagramas de ventilación, el cálculo de pérdidas de presión, el dimensionado automático de los conductos, y que toda esta información pudiera estar disponible y reutilizarse en las etapas posteriores del diseño. Con ello, los diseñadores podrían realizar su trabajo en un entorno único, totalmente integrado con el resto de disciplinas. El objeto de esta Tesis Doctoral es analizar en detalle el problema y las ineficiencias actuales del diseño de HVAC, describir la innovadora herramienta concebida para paliar estas ineficiencias, detallando las bases sobre la que se construye, y destacar las ventajas que se obtienen de su uso. La herramienta en cuestión fue concebida como una funcionalidad adicional del sistema CAD/CAM naval FORAN, referente tecnológico en el mundo del diseño y la construcción navales, y como consecuencia de ellos se llevó a cabo el desarrollo correspondiente. En la actualidad, el sistema FORAN incluye en su alcance de suministro una primera versión de esta herramienta, cuya utilidad queda avalada por el uso que de la misma hacen astilleros y oficinas técnicas en todo el mundo. Esta Tesis Doctoral es eminentemente práctica. No es un estudio teórico de dudosa aplicación, sino que tiene por objeto aportar una solución eficiente a un problema real que muchos astilleros y oficinas técnicas, incluidas los más avanzados, padecen hoy en día. No tiene otra motivación que servir de ayuda para lograr diseñar y construir mejores barcos, en un plazo más corto, y a un coste menor. Nada más, pero nada menos. ABSTRACT One of the most complicated aspects of the design of HVAC systems in shipbuilding is the correct evaluation of the fresh air needs, the correct balancing of the ducts that supply this air and evacuate the existing heat on board. In opposition to piping systems, due to the particular characteristics of the air flow, the balancing of the ducts is very sensitive to the routing and the aspect of the ducts, so the correct design requires a close interconnectivity between calculations and routing. Already assumed the use of CAD/CAM systems for design tasks, historically, those CAD/CAM systems capable of modelling HVAC ducts did not cover calculation aspects, with the result that the routing of HVAC ducts was reduced solely to the input of previously balanced circuits into the 3D Product Model for the purpose of interference checking and generation of fabrication and assembly drawings. This situation, not negligible at all, put the design of HVAC ducts very dependent on manual operations and common rework task, as any modification in the routing of the HVAC ducts, derived from design needs, obliged engineers to re-balance the ducts and eventually to re-size them independently of the CAD-CAM environment, thus annulling the advantages of the 3D Product Model. With this situation in mind, and with the objective of filling the gap created in the design and construction of the ship, it was conceived a tool allowing the definition, within the 3D Product model, of HVAC diagrams, the calculation of pressure drops, the automatic dimensioning of ducts. With this, engineers could make the complete HVAC design in a single working environment, fully integrated with the rest of the disciplines. The present Ph. D. thesis analyses in deep the existing problem and the current lack of efficiency in HVAC design, describes the innovative tool conceived to minimize it, details the basis on which the tool is built, and highlights the advantages of its use. This tool was conceived as an additional functionality of the marine CAD/CAM system FORAN, a technological reference in the shipdesign and shipbuilding industry. As a consequence, it was developed, and nowadays FORAN System includes in its scope of supply a first version of the tool, with its usefulness endorsed by the fact that it is used by shipyards and shipdesign offices all over the world. This Ph. D. thesis is on top everything, of practical nature. It is not a theoretical study with doubtful application. On the contrary, its objective is to provide with an efficient solution for solving a real problem that many shipyards and shipdesign offices, including those more advanced, suffer nowadays. It has no other motivation that to help in the process of designing and building better and cheaper ships, within a shorter deliver time. Nothing more, but nothing less.