Influencia de las condiciones de ejecución en la resistencia de anclajes en convencional y autocompactante

A través de los años las estructuras de hormigón armado han ido aumentando su cuota de mercado, sustituyendo a las estructuras de fábrica de piedra o ladrillo y restándole participación a las estructuras metálicas. Uno de los primeros problemas que surgieron al ejecutar las estructuras de hormigón armado, era cómo conectar una fase de una estructura de este tipo a una fase posterior o a una modificación posterior. Hasta los años 80-90 las conexiones de una fase de una estructura de hormigón armado, con otra posterior se hacían dejando en la primera fase placas de acero con garrotas embebidas en el hormigón fresco o barras grifadas recubiertas de poliestireno expandido. Una vez endurecido el hormigón se podían conectar nuevas barras, para la siguiente fase mediante soldadura a la placa de la superficie o enderezando las barras grifadas, para embeberlas en el hormigón fresco de la fase siguiente. Estos sistemas requerían conocer la existencia y alcance de la fase posterior antes de hormigonar la fase previa. Además requerían un replanteo muy exacto y complejo de los elementos de conexión. Otro problema existente en las estructuras de hormigón era la adherencia de un hormigón fresco a un hormigón endurecido previamente, ya que la superficie de contacto de ambos hormigones suponía un punto débil, con una adherencia baja. A partir de los años 80, la industria química de la construcción experimentó un gran avance en el desarrollo de productos capaces de generar una buena adherencia sobre el hormigón endurecido. Este avance tecnológico tenía aplicación tanto en la adherencia del hormigón fresco sobre el hormigón endurecido, como en la adherencia de barras post-instaladas en agujeros de hormigón endurecido. Este sistema se denominó “anclajes adherentes de barras de acero en hormigón endurecido”. La forma genérica de ejecutarlos es hacer una perforación cilíndrica en el soporte de hormigón, con una herramienta especifica como un taladro, limpiar la perforación, llenarla del material adherente y finalmente introducir la barra de acero. Los anclajes adherentes se dividen en anclajes cementosos y anclajes químicos, siendo estos últimos los más habituales, fiables, resistentes y fáciles de ejecutar. El uso del anclaje adherente de barras de acero en hormigón endurecido se ha extendido por todo el espectro productivo, siendo muy habitual tanto en construcción de obras de hormigón armado de obra civil y edificación, como en obras industriales, instalaciones o fijación de elementos. La ejecución de un anclaje de una barra de acero en hormigón endurecido depende de numerosas variables, que en su conjunto, o de forma aislada pueden afectar de forma notable a la resistencia del anclaje. Nos referimos a variables de los anclajes, que a menudo no se consideran tales como la dirección de la perforación, la máquina de perforación y el útil de perforación utilizado, la diferencia de diámetros entre el diámetro del taladro y la barra, el tipo de material de anclaje, la limpieza del taladro, la humedad del soporte, la altura del taladro, etc. La utilización en los últimos años de los hormigones Autocompactables, añade una variable adicional, que hasta ahora apenas ha sido estudiada. En línea con lo apuntado, la presente tesis doctoral tiene como objetivo principal el estudio de las condiciones de ejecución en la resistencia de los anclajes en hormigón convencional y autocompactable. Esta investigación se centra principalmente en la evaluación de la influencia de una serie de variables sobre la resistencia de los anclajes, tanto en hormigón convencional como en un hormigón autocompactable. Para este estudio ha sido necesaria la fabricación de dos soportes de hormigón sobre los cuales desarrollar los ensayos. Uno de los bloques se ha fabricado con hormigón convencional y el otro con hormigón autocompactable. En cada pieza de hormigón se han realizado 174 anclajes con barras de acero, variando los parámetros a estudiar, para obtener resultados de todas las variables consideradas. Los ensayos a realizar en ambos bloques son exactamente iguales, para poder comparar la diferencia entre un anclaje en un soporte de hormigón con vibrado convencional (HVC) y un hormigón autocompactante (HAC). De cada tipo de ensayo deseado se harán dos repeticiones en la misma pieza. El ensayo de arrancamiento de las barras se realizara con un gato hidráulico hueco, con un sistema de instrumentación de lectura y registro de datos en tiempo real. El análisis de los resultados, realizado con una potente herramienta estadística, ha permitido determinar y evaluar numéricamente la influencia de los variables consideradas en la resistencia de los anclajes realizados. Así mismo ha permitido diferenciar los resultados obtenidos en los hormigones convencionales y autocompactantes, tanto desde el punto de vista de la resistencia mecánica, como de las deformaciones sufridas en el arrancamiento. Se define la resistencia mecánica de un anclaje, como la fuerza desarrollada en la dirección de la barra, para hacer su arrancamiento del soporte. De la misma forma se considera desplazamiento, a la separación entre un punto fijo de la barra y otro del soporte, en la dirección de la barra. Dichos puntos se determinan cuando se ha terminado el anclaje, en la intersección de la superficie plana del soporte, con la barra. Las conclusiones obtenidas han permitido establecer qué variables afectan a la ejecución de los anclajes y en qué cuantía lo hacen, así como determinar la diferencia entre los anclajes en hormigón vibrado convencional y hormigón autocompactante, con resultados muy interesantes, que permiten valorar la influencia de dichas variables. Dentro de las conclusiones podemos destacar tres grupos, que denominaremos como de alta influencia, baja influencia y sin influencia. En todos los casos hay que hacer el estudio en términos de carga y de desplazamiento. Podemos considerar como de alta influencia, en términos de carga las variables de máquina de perforación y el material de anclaje. En términos de desplazamiento podemos considerar de alta influencia además de la máquina de perforación y el material de anclaje, el diámetro del taladro, así como la limpieza y humedad del soporte. Podemos considerar de baja influencia, en términos de carga las variables de tipo de hormigón, dirección de perforación, limpieza y humedad del soporte. En términos de desplazamiento podemos considerar de baja influencia el tipo de hormigón y la dirección de perforación. Podemos considerar en el apartado de “sin influencia”, en términos de carga las variables de diámetro de perforación y altura del taladro. En términos de desplazamiento podemos considerar como “sin influencia” la variable de altura del taladro. Podemos afirmar que las diferencias entre los valores de carga aumentan de forma muy importante en términos de desplazamiento. ABSTRACT Over the years the concrete structures have been increasing their market share, replacing the masonry structures of stone or brick and subtracting as well the participation of the metallic structures. One of the first problems encountered in the implementing of the reinforced concrete structures was connecting a phase structure of this type at a later stage or a subsequent amendment. Until the 80s and 90s the connections of one phase of a reinforced concrete structure with a subsequent first phase were done by leaving the steel plates embedded in the fresh concrete using hooks or bent bars coated with expanded polystyrene. Once the concrete had hardened new bars could be connected to the next stage by welding them to the surface plate or by straightening the bent bars to embed them in the fresh concrete of the next phase. These systems required a previous knowledge of the existence and scope of the subsequent phase before concreting the previous one. They also required a very precise and complex rethinking of the connecting elements. Another existing problem in the concrete structures was the adhesion of a fresh concrete to a previously hardened concrete, since the contact surface of both concretes leaded to a weak point with low adherence. Since the 80s, the chemicals construction industry experienced a breakthrough in the development of products that generate a good grip on the concrete. This technological advance had its application both in the grip on one hardened fresh concrete and in the adhesion of bar post-installed in holes of hardened concrete. This system was termed as adherent anchors of steel bars in hardened concrete. The generic way of executing this system is by firstly drilling a cylindrical hole in the concrete support using a specific tool such as a drill. Then, cleaning the bore and filling it with bonding material to lastly, introduce the steel bar. These adherent anchors are divided into cement and chemical anchors, the latter being the most common, reliable, durable and easy to run. The use of adhesive anchor of steel bars in hardened concrete has spread across the production spectrum turning itself into a very common solution in both construction of reinforced concrete civil engineering and construction, and industrial works, installations and fixing elements as well. The execution of an anchor of a steel bar in hardened concrete depends on numerous variables which together or as a single solution may significantly affect the strength of the anchor. We are referring to variables of anchors which are often not considered, such as the diameter difference between the rod and the bore, the drilling system, cleansing of the drill, type of anchor material, the moisture of the substrate, the direction of the drill, the drill’s height, etc. During recent years, the emergence of self-compacting concrete adds an additional variable which has hardly been studied so far. According to mentioned this thesis aims to study the main performance conditions in the resistance of conventional and self-compacting concrete anchors. This research is primarily focused on the evaluation of the influence of several variables on the strength of the anchoring, both in conventional concrete and self-compacting concrete. In order to complete this study it has been required the manufacture of two concrete supports on which to develop the tests. One of the blocks has been manufactured with conventional concrete and the other with self-compacting concrete. A total of 174 steel bar anchors have been made in each one of the concrete pieces varying the studied parameters in order to obtain results for all variables considered. The tests to be performed on both blocks are exactly the same in order to compare the difference between an anchor on a stand with vibrated concrete (HVC) and a self-compacting concrete (SCC). Each type of test required two repetitions in the same piece. The pulling test of the bars was made with a hollow jack and with an instrumentation system for reading and recording data in real time. The use of a powerful statistical tool in the analysis of the results allowed to numerically determine and evaluate the influence of the variables considered in the resistance of the anchors made. It has likewise enabled to differentiate the results obtained in the self-compacting and conventional concretes, from both the outlook of the mechanical strength and the deformations undergone by uprooting. The mechanical strength of an anchor is defined as the strength undergone in a direction of the bar to uproot it from the support. Likewise, the movement is defined as the separation between a fixed point of the bar and a fixed point from the support considering the direction of the bar. These points are only determined once the anchor is finished, with the bar, at the intersection in the flat surface of the support. The conclusions obtained have established which variables affect the execution of the anchors and in what quantity. They have also permitted to determine the difference between the anchors in vibrated concrete and selfcompacting concrete with very interesting results that also allow to assess the influence of these mentioned variables. Three groups are highlighted among the conclusions called high influence, low influence and no influence. In every case is necessary to perform the study in terms of loading and movement. In terms of loading, there are considered as high influence two variables: drilling machinery and anchorage material. In terms of movement, there are considered as high influence the drilling diameter and the cleaning and moisture of the support, besides the drilling machinery and the anchorage material. Variables such as type of concrete, drilling direction and cleaning and moisture of the support are considered of low influence in terms of load. In terms of movement, the type of concrete and the direction of the drilling are considered variables of low influence. Within the no influence section in terms of loading, there are included the diameter of the drilling and the height of the drill. In terms of loading, the height of the drill is considered as a no influence variable. We can affirm that the differences among the loading values increase significantly in terms of movement.

Good and bad practices in pv plants

The PVCROPS project (PhotoVolta ic Cost r€duction, Reliability, Operational performance, Prediction and Simulation), cofinanced by European Commission in the frame of Seventh Framework Programme, has compiled in the “Good and bad practices: Manual to improve the quality and reduce the cost of PV systems” a collection of good and bad practices in actual PV plants . All the situations it collects represent the state-of-the-art of existing PV installations all around Europe. They show how the different parts of an installation can be implem ented properly or not. The aim of this manual is to represent a reference text which can help any PV actor (installers, electricians, maintenance operators, owners, etc.) not only to check and improve an already existing installation but will also, and mainly, avoid the previously known bad practices for the construction of a new PV installation. Thus, solving a priori the known errors, new PV installations will be more reliable, efficient and cost-effective and can recover the initial investment in a shorter time. The manual is going to be free available in the PVCROPS website in several languages.

LED bulbs technical specification and testing procedure for solar home systems

The definition of technical specifications and the corresponding laboratory procedures are necessary steps in order to assure the quality of the devices prior to be installed in Solar Home Systems (SHS). To clarify and unify criteria a European project supported the development of the Universal Technical Standard for Solar Home Systems (UTSfSHS). Its principles were to generate simple and affordable technical requirements to be optimized in order to facilitate the implementation of tests with basic and simple laboratory tools even on the same SHS electrification program countries. These requirements cover the main aspects of this type of installations and its lighting chapter was developed based on the most used technology at that time: fluorescent tubes and CFLs. However, with the consolidation of the new LED solid state lighting devices, particular attention is being given to this matter and new procedures are required. In this work we develop a complete set of technical specifications and test procedures that have been designed within the frame of the UTSfSHS, based on an intense review of the scientific and technical publications related to LED lighting and their practical application. They apply to lamp reliability, performance and safety under normal, extreme and abnormal operating conditions as a simple but complete quality meter tool for any LED bulb.

Ventilation and FFFS fire tests for “Calle 30” road tunnels

Between 2003 and 2007 an urban network or road tunnels with a total constructed tubes length of 45 km was built in the city of Madrid. This amazing engineering work, known as "Calle 30 Project" counted with different kinds of tunnel typologies and ventilation systems. Due to the length of the tunnels and the impact of the work itself, the tunnels were endowed with a great variety of installations to provide the maximum levels of safety both for users and the infrastructure includieng, in some parts of the tunnel, fixed fire fighting system based on water mist. Whithin this framework a large-scale programme of fire tests was planned to study different aspects related to fire safety in the tunnels including the phenomena of the interaction between ventilation and extinguishing system. In addition, these large scale fire tests allowed fire brigades of the city of Madrid an opportunity to define operational procedures for specific fire fighting in tunnels and evaluate the possibilities of fixed fire fighting systems. The tests were carried out in the Center of Experimentation "San pedro of Anes" which includes a 600 m tunnel with a removable false ceiling for reproducing different ceiling heights and ventilation conditions (transverse and longitudinal ones). Interesting conclusions on the interaction of ventilation and water mist systems were obtained but also on other aspects including performance of water mist system in terms of reduction of gas temperatures or visibility conditions. This paper presents a description of the test's programme carried out and some previous results obtained.

Large Scale Fire Tests for the “Calle 30 Project"

Between 2003 and 2007 an urban network of road tunnels with a total constructed tubes length of 45 km was built in the city of Madrid. This amazing engineering work, known as “Calle30 Project” counted with different kinds of tunnel typologies and ventilation systems. Due to the length of the tunnels and the impact of the work itself, the tunnels were endowed with a great variety of installations to provide the maximum levels of safety both for users and the infrastructure including,in some parts of the tunnel, fixed fire fighting system based on water mist. Within this framework a large-scale campaign of fire tests were planned to study different aspects related to fire safety in the tunnels including the phenomena of the interaction between ventilation and extinction system. In addition, this large scale fire tests allowed fire brigades of the city of Madrid an opportunity to define operational procedures for specific fire fighting in tunnels and evaluate the possibilities of fixed fire fighting systems. The tests were carried out in the Center of Experimentation "San Pedro of Anes" which counts with a 600 m tunnel with a removable false ceiling for reproducing different ceiling heights and ventilation conditions (transverse and longitudinal ones). Interesting conclusions on the interaction of ventilation and water mist systems were obtained but also on other aspects including performance of water mist system in terms of reduction of gas temperatures or visibility conditions. This paper presents a description of the test’s campaign carried out and some previous results obtained.

Modelización de una central térmica supercrítica de 700 MW con captura de CO₂

El objetivo de este proyecto es realizar la simulación de una central térmica supercrítica de 700 MW con captura de CO₂ para producir electricidad y verterla a la red. El proyecto describe los equipos e instalaciones de la central y define los balances técnicos de la misma, probando que es viable técnicamente la incorporación de una planta de captura de CO₂ a una central térmica, a pesar del bajo rendimiento de la central. Además incluye el estudio económico que indica la viabilidad económica del proyecto, aunque con una rentabilidad baja. Este proyecto mira hacia el futuro debido a la necesidad de reducir las emisiones contaminantes, ya de casi la misma importancia que generar electricidad, y demuestra que es posible generar una energía limpia en centrales de carbón. ABSTRACT The purpose of this project is to carry out the simulation of a 700 MW supercritical coal thermal power plant with CO₂ capture to produce electricity and send it to the grid. The project describes the equipment, the installations and defines technical balances of the power plant. It shows that a CO₂ capture plant in a coal power plant is technically possible, in spite of the low power plant efficiency. In addition, it includes the economic analysis that shows the economic viability of the project, with a low profitability. This project looks into the future due to the need of reducing the pollutant emissions, which are almost as important as the generation of electricity, and demonstrates that a green energy in coal power plants is possible.

Estudio acústico y electroacústico de la sala 5 de los cines Kinépolis de Madrid

En el proyecto se realiza el estudio del comportamiento acústico y electroacústico de la sala 5 de los cines Kinépolis de Madrid. El objetivo es determinar las características acústicas de la sala mediante la realización de las medidas in-situ para después analizar y simular la misma con EASE4.4, realizar una sonorización apropiada para reproducción de cine, valorar la sala actual y proponer algunas mejoras. El desarrollo del proyecto se ha dividido en tres partes. En primer lugar, se realizan las medidas espaciales y acústicas in-situ con el programa de toma de medidas Dirac 5.5. En este paso, se obtienen las medidas reales (usadas en la simulación 3D posterior) y los dos parámetros acústicos importantes inherentes a la sala, el tiempo de reverberación y el ruido de fondo. Además, se estudia el conexionado de altavoces y de los equipos instalados en sala. En segundo lugar, se hace la simulación de la sala, para ello se realiza su diseño con el programa de simulación acústica EASE 4.4, con el que se ajustan las condiciones de campo a las existentes en Kinépolis, asegurando que el comportamiento acústico de la sala simulada sea similar al real. También se distribuirá el sistema electroacústico con la descripción del conexionado y la configuración de los altavoces. En la simulación, durante el estudio acústico, además de desarrollar el dimensionado del recinto, se ajustan los materiales de tal manera que el tiempo de reverberación sea el de la sala de estudio considerando también el ruido de fondo. En cuanto al estudio electroacústico, se distribuyen los altavoces en las posiciones medidas in-situ de la instalación y se detalla su conexionado. De esta manera, se realizan los cálculos para ajustar sus respuestas para proporcionar un recubrimiento sonoro uniforme y el efecto precedencia desde la zona frontal al oyente deseado. Finalmente, y a partir de los datos obtenidos en la simulación, se hace una valoración a través de diversos criterios de inteligibilidad, se extraen las conclusiones del estudio y se proponen una serie de mejoras en la sala real para obtener unas prestaciones sonoras óptimas. Se consigue con el proyecto, tras el aprendizaje de las herramientas específicas utilizadas, la recopilación de documentación y el análisis de datos de la sala, aplicar los conceptos teóricos de manera práctica a un caso real. ABSTRACT. During the project is carried out the acoustic and electroacoustic study of the room cinema 5 of the Kinépolis group in Madrid. The objective is to determine the acoustic characteristics of the room by performing the in-situ measurements in order to analyze and simulate it with the software EASE 4.4 making an appropriate sound for movie playback, assess the current room, and propose some improvements. Development of the project is composed of three parts. First, the performing of the spatial and acoustic in-situ measurements with the program Dirac 5.5. On this step, the real measures are obtained (that will be used on the next 3D simulation) and the two important parameters inherent to the room, the reverberation time and the noise level. In addition, the speaker connections and the installations of the cinema’s equipment are studied. Secondly, the simulation of the room cinema is performed. This simulation is done with the acoustic simulation program EASE 4.4 in which its field conditions conform to the conditions of Kinépolis, ensuring that the acoustic behavior of the simulated room is similar to the real room. Also, the electroacustic system is distributed with the wiring and the speaker setup. During the acoustic study of the simulation, in addition to do the dimensions of the cinema room, the materials are adjusted in order to synchronize reverberation time to that of the real room. The noise level is taking in account too. For the electroacustic studio, the speakers will be distributed in the positions measured in-situ to do the installation and its detailed connection. By this way, the calculations are done to adjust to the responses in a way to give a sound uniform coating with the precedence effect desired on the front area of the listeners. Lastly, and from the data obtained in the simulation, an assessment is done through the various criteria of intelligibility, conclusions are drawn from the study and a number of improvements are proposed in the actual room for obtain optimal sound benefits. With this project is achieved, after gain learning of the specific tolls used, the documentation collected and the data analysis of the room, to apply theoretical concepts in a practical way for a real case.

Análisis de la influencia del régimen de neutro en la compatibilidad electromagnética en edificios hospitalarios y propuesta de una nueva técnica correctora

La presente tesis aborda el estudio de los distintos regímenes de neutro de las instalaciones de baja tensión, comúnmente llamados sistemas de puesta a tierra, desde un doble punto de vista, con el objetivo final de establecer un estándar justificado para un posterior desarrollo normativo, y de diseño que facilite la operación y funcionamiento de la instalación eléctrica y de comunicaciones en los sistemas hospitalarios. En una primera parte de la tesis se detallará que aunque hay muchos estudios teórico-prácticos sobre la elección del régimen de neutro en base a criterios operativos y puramente eléctricos, criterios como seguridad frente a accidentes eléctricos, o en términos de disponibilidad, mantenimiento o fiabilidad, esas recomendaciones no se han trasladado de manera directa a la legislación española salvo en el caso de Salas de Intervención donde se obliga a un sistema IT. Por eso se justificará como una primera técnica correctora de un inadecuado funcionamiento electromagnético en Hospitales el establecer una propuesta de marco normativo donde se fijen los tipos de puesta a tierra en función del uso y tipología del edificio desde un punto de vista eléctrico Por otra parte, la influencia de los distintos regímenes de neutro en la transmisión de señales (compatibilidad magnética) no ha sido estudiada en toda su profundidad, no existiendo ni marco normativo obligado ni estudios en profundidad sobre estas afecciones. Por tanto y en una segunda parte de la tesis se propondrá como medida correctora para mejorar el funcionamiento electromagnético de un hospital qué el régimen de neutro TN-S es más respetuoso con el funcionamiento de los equipos de electromedicina que alberga en su interior, estableciendo así mismo una propuesta de norma que regule este diseño. En definitiva se justifica que es posible generar por diseño inicial de la red eléctrica, mediante un régimen de neutro TN-S, un contexto electromagnético óptimo para el funcionamiento del sistema hospitalario que no se logra con otras opciones contempladas en la normativa española. ABSTRACT This thesis deals with the study of various ground grid systems of low voltage installations, commonly called grounding systems, from two points of view, with the ultimate goal of establishing a standard justified from a policy perspective and design to facilitate the operation and functioning of the electrical system and hospital communications systems. In the first part of the thesis will be detailed that although there are many theoretical and practical studies on the choice of the neutral system based on operational criteria and purely electric, criteria such as safety against electrical accidents, or in terms of availability, maintenance and reliability, these recommendations have not been transferred directly to the Spanish legislation except in Intervention Rooms where a IT system is required. So be justified as a first corrective technique improper operation electromagnetic Hospitals proposal to establish a regulatory framework where ground types depending on the use and type of building are set from an electrical point of view . Moreover, the influence of the different regimes neutral signaling (magnetic compatibility) has not been studied in any depth, there being neither forced nor depth studies on these conditions regulatory framework. Thus in a second part of the thesis will be justified as a corrective measure to improve the electromagnetic performance of a hospital which the neutral TN-S is more respectful of the performance of medical electrical equipment housed in its interior, thus establishing same a proposed rule governing this design. Ultimately it is possible to generate justified by initial design of the grid, using a neutral system TN-S, electromagnetic optimal context for the operation of the hospital system is not achieved with other legal options in Spain.

Selected papers from OECD-NEA PSBT benchmark

Historically, the prediction of safety margins has been based on system level thermal-hydraulic calculations employing suitable empirical formulations for assembly specific geometries and fuel-element grid spacers. These works have assessed response, margins, and consequences for the system based on one-dimensional two-fluid or drift-flux type thermalhydraulics formulations with fuel-vendor specific hydraulic losses and heat transfer characteristics for various fuel assemblies, including the so-called hot channel. Analysis of the hot channel gives important information on flow rates, fuel element centerline temperature, fuel sheath temperature, and margin to the departure from nucleate boiling. Given the reliance of the above approaches on empirical formulations obtained from complex and often difficult experiments, there is significant interest in obtaining reliable and accurate results from computation tools which employ more fundamental empirical relationships which can be obtained from subsets of the domain or from other scaled experiments.

Evolution and implementation of CDIO initiatives at ETSII-UPM

The School of Industrial Engineering at Universidad Politécnica de Madrid (ETSII-UPM) has been promoting student-centred teaching-learning activities, according to the aims of the Bologna Declaration, well before the official establishment of the European Area of Higher Education. Such student-centred teaching-learning experiences led us to the conviction that project based learning is rewarding, both for students and academics, and should be additionally promoted in our new engineering programmes, adapted to the Grade-Master structure. The level of commitment of our teachers with these activities is noteworthy, as the teaching innovation experiences carried out in the last ten years have led to the foundation of 17 Teaching Innovation Groups at ETSII-UPM, hence leading the ranking of teaching innovation among all UPM centres. Among interesting CDIO activities our students have taken part in especially complex projects, including the Formula Student, linked to the complete development of a competition car, and the Cybertech competition, aimed at the design, construction and operation of robots for different purposes. Additional project-based learning teamwork activities have been linked to toy design, to the development of medical devices, to the implementation of virtual laboratories, to the design of complete industrial installations and factories, among other activities detailed in present study. The implementation of Bologna process will culminate at ETSII-UPM with the beginning of the Master’s Degree in Industrial Engineering, in academic year 2014-15. The program has been successfully approved by the Spanish Agency for Accreditation (ANECA), with the inclusion of a set of subjects based upon the CDIO methodology denominated generally “INGENIA”, linked to the Spanish “ingeniar” (to provide ingenious solutions), also related etymologically in Spanish with “ingeniero”, engineer. INGENIA students will live through the complete development process of a complex product or system and there will be different kind of projects covering most of the engineering majors at ETSII-UPM.

El espacio público como marco de expresión artística

La tesis indaga sobre la capacidad del arte como elemento de transformación de la ciudad. La práctica cada vez más común de la instalación de obras de arte efímero en el espacio público de las ciudades produce alteraciones reales del paisaje urbano. En el caso de la ciudad de Madrid la proliferación de obras de arte efímero en sus calles y plazas más céntricas se ha materializado de forma intensa desde los primeros años del siglo XXI. Este trabajo de investigación estudia un intervalo de cinco años representativos para Madrid (2007-2011) por la cantidad y la trascendencia de las intervenciones de arte público temporal y de arte urbano en su espacio público. Con la recopilación, el análisis, la categorización y evaluación de casi trescientos ejemplos de manifestaciones artísticas efímeras en Madrid se establecen conclusiones sobre la repercusión del arte en la transformación de ciertos procesos urbanos. La constatación de la existencia de un movimiento de arte urbano en el siglo XXI permite tratar un tema necesario en el momento actual: la revitalización del espacio urbano a través del arte. La tesis trata de describir conceptualmente una forma novedosa de arte que puede ser un motor de procesos participativos urbanos directos y decisorios. ABSTRACT This thesis makes a research about the ability of art as an element of transformation inside the city. The increasingly common practice of ephemeral art installations in urban public spaces is provoking real changes in the cities landscape. In the case of Madrid the proliferation of ephemeral artworks in the most busy streets and squares has been brought into life as an intense activity from the first years of the 21st century. This research paper studies a span of five years which have been quite representative to Madrid (2007-2011) because of the big amount of meaningful interventions that have taken place both as temporary art and as urban art in its public spaces. Through data-gathering, analysis, classification and assessment of almost three hundred examples of ephemeral art forms in Madrid, several conclusions can be stated on the impact of art in transforming certain urban processes. This evidence of the existence of an urban art movement in the 21st century opens a necessary debate subject at this moment: the regeneration of urban space through art. This thesis aims at conceptually describe this newborn artistic expressions of art, seen as a driving force for providing more direct and participatory urban decision-making processes.

Equipment and procedures for ON-SITE testing of PV plants and BIPV

Actual system performance of a PV system can differ from its expected behaviour.. This is the main reason why the performance of PV systems should be monitored, analyzed and, if needed, improved on. Some of the current testing procedures relating to the electrical behaviour of PV systems are appropriated for detecting electrical performance losses, but they are not well-suited to reveal hidden defects in the modules of PV plants and BIPV, which can lead to future losses. This paper reports on the tests and procedures used to evaluate the performance of PV systems, and especially on a novel procedure for quick on-site measurements and defect recognition caused by overheating in PV modules located in operating PV installations.

How should the sustainability of the location of dry ports be measured? A proposed methodology using Bayesian networks and multi-criteria decision analysis

The global economic structure, with its decentralized production and the consequent increase in freight traffic all over the world, creates considerable problems and challenges for the freight transport sector. This situation has led shipping to become the most suitable and cheapest way to transport goods. Thus, ports are configured as nodes with critical importance in the logistics supply chain as a link between two transport systems, sea and land. Increase in activity at seaports is producing three undesirable effects: increasing road congestion, lack of open space in port installations and a significant environmental impact on seaports. These adverse effects can be mitigated by moving part of the activity inland. Implementation of dry ports is a possible solution and would also provide an opportunity to strengthen intermodal solutions as part of an integrated and more sustainable transport chain, acting as a link between road and railway networks. In this sense, implementation of dry ports allows the separation of the links of the transport chain, thus facilitating the shortest possible routes for the lowest capacity and most polluting means of transport. Thus, the decision of where to locate a dry port demands a thorough analysis of the whole logistics supply chain, with the objective of transferring the largest volume of goods possible from road to more energy efficient means of transport, like rail or short-sea shipping, that are less harmful to the environment. However, the decision of where to locate a dry port must also ensure the sustainability of the site. Thus, the main goal of this article is to research the variables influencing the sustainability of dry port location and how this sustainability can be evaluated. With this objective, in this paper we present a methodology for assessing the sustainability of locations by the use of Multi-Criteria Decision Analysis (MCDA) and Bayesian Networks (BNs). MCDA is used as a way to establish a scoring, whilst BNs were chosen to eliminate arbitrariness in setting the weightings using a technique that allows us to prioritize each variable according to the relationships established in the set of variables. In order to determine the relationships between all the variables involved in the decision, giving us the importance of each factor and variable, we built a K2 BN algorithm. To obtain the scores of each variable, we used a complete cartography analysed by ArcGIS. Recognising that setting the most appropriate location to place a dry port is a geographical multidisciplinary problem, with significant economic, social and environmental implications, we consider 41 variables (grouped into 17 factors) which respond to this need. As a case of study, the sustainability of all of the 10 existing dry ports in Spain has been evaluated. In this set of logistics platforms, we found that the most important variables for achieving sustainability are those related to environmental protection, so the sustainability of the locations requires a great respect for the natural environment and the urban environment in which they are framed.

Hybridizing concentrated solar power (CSP) with biogas and biomethane as an alternative to natural gas: Analysis of environmental performance using LCA

Concentrating Solar Power (CSP) plants typically incorporate one or various auxiliary boilers operating in parallel to the solar field to facilitate start up operations, provide system stability, avoid freezing of heat transfer fluid (HTF) and increase generation capacity. The environmental performance of these plants is highly influenced by the energy input and the type of auxiliary fuel, which in most cases is natural gas (NG). Replacing the NG with biogas or biomethane (BM) in commercial CSP installations is being considered as a means to produce electricity that is fully renewable and free from fossil inputs. Despite their renewable nature, the use of these biofuels also generates environmental impacts that need to be adequately identified and quantified. This paper investigates the environmental performance of a commercial wet-cooled parabolic trough 50 MWe CSP plant in Spain operating according to two strategies: solar-only, with minimum technically viable energy non-solar contribution; and hybrid operation, where 12 % of the electricity derives from auxiliary fuels (as permitted by Spanish legislation). The analysis was based on standard Life Cycle Assessment (LCA) methodology (ISO 14040-14040). The technical viability and the environmental profile of operating the CSP plant with different auxiliary fuels was evaluated, including: NG; biogas from an adjacent plant; and BM withdrawn from the gas network. The effect of using different substrates (biowaste, sewage sludge, grass and a mix of biowaste with animal manure) for the production of the biofuels was also investigated. The results showed that NG is responsible for most of the environmental damage associated with the operation of the plant in hybrid mode. Replacing NG with biogas resulted in a significant improvement of the environmental performance of the installation, primarily due to reduced impact in the following categories: natural land transformation, depletion of fossil resources, and climate change. However, despite the renewable nature of the biofuels, other environmental categories like human toxicity, eutrophication, acidification and marine ecotoxicity scored higher when using biogas and BM.

Service Capacity Reserve under Uncertainty by Hospital’s ER Analogies: A Practical Model for Car Services

We define a capacity reserve model to dimension passenger car service installations according to the demographic distribution of the area to be serviced by using hospital?s emergency room analogies. Usually, service facilities are designed applying empirical methods, but customers arrive under uncertain conditions not included in the original estimations, and there is a gap between customer?s real demand and the service?s capacity. Our research establishes a valid methodology and covers the absence of recent researches and the lack of statistical techniques implementation, integrating demand uncertainty in a unique model built in stages by implementing ARIMA forecasting, queuing theory, and Monte Carlo simulation to optimize the service capacity and occupancy, minimizing the implicit cost of the capacity that must be reserved to service unexpected customers. Our model has proved to be a useful tool for optimal decision making under uncertainty integrating the prediction of the cost implicit in the reserve capacity to serve unexpected demand and defining a set of new process indicators, such us capacity, occupancy, and cost of capacity reserve never studied before. The new indicators are intended to optimize the service operation. This set of new indicators could be implemented in the information systems used in the passenger car services.