L’énergie solaire photovoltaïque concentré (CPV) est une solution de remplacement prometteuse aux structures solaires conventionnelles. Ce type de structure modulable doit être optimisé afin d’être compétitif par rapport aux autres types de production d’énergie. Les forces de vent demeurent la première préoccupation dans la conception de la structure porteuse en acier d’un tel système. L’objectif principal de cette recherche est d’assembler des outils numériques et analytiques afin de prédire les caractéristiques de sa réponse dynamique sous charges de vent turbulent. La maîtrise de cette étape est essentielle afin d’étudier d’une façon plus générique des solutions d’optimisation de la structure support par rapport à sa réponse dynamique sous charges de vent. Pour ce faire, la méthodologie principale de cette étude est composée en trois parties : (i) étude expérimentale à grandeur nature de la réponse globale sous les conditions réelles du vent ; (ii) développement des modèles d’analyse numérique dans lesquels les caractéristiques de structures réelles et des modèles de forces aérodynamiques adéquates sont prises en compte ; (iii) application des outils développés dans une étude paramétrique pour évaluer plusieurs solutions à partir de cas d’étude dans le contexte d’une conception préliminaire. Cette thèse est présentée sous forme de deux articles qui ont été soumis dans des revues évaluées par des comités de lecture ainsi que d’un article soumis et présenté dans un congrès international qui démontrent les contributions de cette recherche pour améliorer les pratiques de calcul des charges de vent sur des structures de concentration solaire non conventionnelles. Ces articles sont présentés comme suit (a) Étude expérimentale à échelle réelle de la réponse d’un prototype de concentrateur solaire sous charges de vent. Ce premier article a permis la validation de calcul des coefficients de forces aérodynamiques statiques et la révision des hypothèses de l’application du code ASCE 7-10 pour prédire les forces maximales agissant sur la structure dans la direction du vent ; (b) l’analyse temporelle de la réponse dynamique d’une structure de concentrateur solaire sous charges de vent. Cette étude a montré que le modèle et la méthode d’analyse développés selon des hypothèses simplifiées permettaient de prédire correctement les caractéristiques statistiques de la réponse dynamique mesurée en cohérence avec la méthode spectrale stochastique ; (c) Étude des effets des configurations structurales et des paramètres de vent sur l’optimisation de structure solaires sous charges de vent. Cette étude paramétrique a mis en évidence l’importance de l’effet des paramètres structuraux et ceux définissant le vent sur l’optimisation de la conception structural pour ce type de structure. Des recommandations pour optimiser l’action dynamique dans une phase de conception préliminaire ont été proposées. Ce projet de recherche a démontré finalement l’importance d’étudier d’une façon juste et pratique la réponse dynamique sous charges de vent qui mène à résoudre des préoccupations d’optimisation liées à différents types de structures d’énergie solaire en adoptant des hypothèses pratiques pour les ingénieurs. / Abstract : Concentrated Solar Photovoltaic (CPV) is a promising alternative to conventional solar structures. These solar traking structures need to be optimized to be competitive against other types of energy production. Wind action is the main concern in the design of the steel support structure of such movable system. The main purpose of this research is to assemble advanced numerical and analytical tools that allows realistic dynamic study of structures under wind loading. This help to study accurately optimized alternative in term of selecting structural and wind site conditions parameters. The methodology of the present study involves three main steps : (i) experimental full-scale study of the global response under real life wind conditions ; (ii) numerical modeling that captures the characteristics of the real structures and include the aerodynamic force models to conduct time-domain dynamic analyses ; (iii) preliminary design application that include the study of the effect of stuctural and wind parameters in optimizing the dynamic wind action and consequently the steel support structure. The thesis is presented as an ensemble of three articles written for refereed journals and a conference that showcase the contributions of the present study to thoroughly understand the wind load effect on these nonconventionnel structures. The articles presented are as follow (a) full-scale measurement of the response of a CPV tracker structure prototype under wind load. The results presented in this first article help design engineers to evaluate the use of the aerodynamic force coefficients for calculating wind load on similar structures and to apply properly the ASCE7-10 in evaluating the maximum design wind force using the equivalent static approach ; (b) time-domain analysis of solar concentrator structure under gust wind. This study showed that the developed time-domain model using simplified hypothesis could successfully predict the statistical parameters of the measured dynamic response in coherence with the stochastic spectral approach ; (c) effect of structure configurations and wind characteristics on the design of solar concentrator support structure under dynamic wind action. This parametric study highlighted the importance of selecting structural and wind parameters in order to minimize the dynamic action and the steel support structure. Recommendations for optimizing dynamic wind action in a preliminary design phase were proposed. The present research project has shown the need to study accurately wind response to solve optimization concerns related to different type of solar system structures. In addition, this study proposes simplified methods that are useful for practical engineers when there is the need to solve similar problems.

Cette thèse présente une étude expérimentale sur un voilier instrumenté, menée pour décrire le comportement aéro-élastique des voiles et du gréement pour des navigations au portant. Les formes des voiles utilisées sont des surfaces non développables avec de fortes courbures provoquant une séparation massive de l’écoulement. De plus, les spinnakers sont des voiles fines et souples rendant l’interaction fluide-structure fortement couplée. A cause du non-respect de certaines règles de similitude, le comportement dynamique d’un spinnaker se prête mal à l’étude en soufflerie et nécessite une comparaison avec des mesures in-situ. Les simulations numériques instationnaires modélisant le comportement aéro-élastique des voiles et du gréement doivent être qualifiées et demandent également des validations. C’est pourquoi un système d’instrumentation embarquée est mis en place sur un J/80, un voilier de huit mètres de long. Il s’agit de mesurer dynamiquement la forme en navigation du spinnaker, les efforts dans les gréements dormant et courant, la répartition de pression sur la voile ainsi que le vent et les attitudes du bateau. La forme du spinnaker en navigation est obtenue grâce à un système de mesure photogrammétrique développé pendant la thèse. La précision de ce système, meilleure que 1,5%, permet de mesurer la forme générale de la voile ainsi que les déformations importantes telles que celles liées au faseyement du guindant. L’effort aérodynamique produit par le spinnaker est obtenu grâce à la mesure de l’intensité des efforts et de leurs directions aux trois extrémités (drisse, amure, écoute) ainsi que par la mesure des pressions sur la voile. Le comportement général du spinnaker est analysé en fonction de l’angle du vent apparent. Une nouvelle représentation utilisant les surfaces de Bézier triangulaires est développée pour décrire la forme tridimensionnelle du spinnaker. Quelques points de contrôles suffisent pour représenter la voile et caractériser le type de voile. Un comportement dynamique propre au spinnaker est également étudié. Le réglage supposé optimal d’un spinnaker est à la limite du faseyement, en laissant le guindant se replier légèrement. Cependant ce réglage n’a jamais été scientifiquement étudié auparavant. Nous avons montré qu’il s’agit d’une forte interaction fluide-structure tridimensionnelle où une importante dépression apparaît au bord d’attaque, qui augmente temporairement les efforts, ce qui n’est pas observé avec un réglage plus bordé. / A full-scale experimental study on an instrumented sailing yacht is conducted to better assess the aero-elastic behaviour of the sails and rigging in downwind navigations. The downwind sail shape is a non-developable surface with high curvature leading to massive flow separation. In addition, spinnakers are thin and flexible sails leading to a strongly coupled Fluid-Structure Interaction. Due to the non-respect of some rules of similitude, the unsteady behaviour of downwind sails cannot be easily investigated with wind tunnel tests that would need comparison with full-scale experiments. Moreover unsteady numerical simulations modelling the aero-elastic behaviour of the sails and rigging require validations. An inboard instrumentation system has been developed on a 8 meter J/80 sailboat to simultaneously and dynamically measure the flying shape of the spinnaker, the aerodynamic loads transmitted to the rigging, the pressure distribution on the sail as well as the boat and wind data. The shape of the spinnaker while sailing is acquired by a photogrammetric system developed during this PhD. The accuracy of this new system, better than 1.5%, is used to measure the global shape and the main dynamic deformations, such as the flapping of the luff. The aerodynamic load produced by the spinnaker is assessed by the measurements of the load magnitudes and directions on the three corners of the sail (head, tack and clew), and also by the pressure distribution on the spinnaker. The global behaviour of the spinnaker is analysed according to the apparent wind angle. A new representation using Bézier triangular surfaces defines the spinnaker 3D shape. A few control points enable to represent the sail and can easily characterise the type of sail. A typical unsteady behaviour of the spinnaker is also analysed. Letting the luff of the sail flap is known by sailors as the optimal trim but has never been scientifically studied before. It is found that it is a complex three dimensional fluid-structure interaction problem where a high suction near the leading edge occurs, producing a temporary increase of the force coefficient that would not be possible otherwise.

Deliberate and accidental explosions along with the heightened risk of loss of life and property damage during such events have highlighted the need for research in the behaviour of materials under high strain rates. Where an extensive body of research is available on steel and concrete structures, little to no details on how to address the design or retrofitting of wood structures subjected to a blast threat are available. Studies reported in the literature that focused on full scale light-frame wood structures did not quantify the increase in capacity due to the dynamic loading while the studies that did quantify the increase mostly stems from small clear specimens that are not representative of the behaviour of structural size members with defects. Tests on larger-scale specimens have mostly focused on the material properties and not the structural behaviour of subsystems. Advancements in design and construction techniques have greatly contributed to the emergence of taller and safer wood structures which increase potential for blast threat. This thesis presents results on the flexural behaviour of light-frame wood stud walls subjected to shock wave loading using the University of Ottawa shock tube. The emphasis is on the overall behaviour of the wall subsystem, especially the interaction between the sheathing and the studs through the nailed connection. The approach employed in this experimental program was holistic, where the specimens were investigated at the component and the subsystem levels. Twenty walls consisting of 38 mm x 140 mm machine stress-rated (MSR) studs spaced 406 mm on center and sheathed with two different types and sheathing thicknesses were tested to failure under static and dynamic loads. The experimental results were used to determine dynamic increase factors (DIFs) and a material predictive model was validated using experimental data. The implications of the code are also discussed and compared to the experimental data. Once validated, an equivalent single-degree-of-freedom (SDOF) model incorporating partial composite action was used to evaluate current analysis and design assumptions. The results showed that a shock tube can effectively be used to generate high strain-rate flexural response in wood members and that the material predictive model was found suitable to effectively predict the displacement resulting from shock wave loading. Furthermore, it was found that current analysis and design approaches overestimated the wall displacements.

Since the 1950s the jet aeroacoustics community has been involved in predicting and measuring the noise distribution in jets. In this work, cylindrical and planar Fourier near-field acoustical holography are used to investigate radiation from a full-scale, installed jet engine. Practical problems involving measurement aperture and the highly directional nature of the source are addressed. Insights from numerical simulations reveal usable reconstruction regions. A comparison of cylindrical and planar NAH for the respective measurement apertures shows cylindrical NAH outperforms planar NAH on reconstructions both towards and away from the source.

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

No description available.

Corrosion damage reduces the load-carrying capacity of bridges which poses a threat to passenger safety. The objective of this research was to reduce the resources involved in conventional bridge inspections which are an important tool in the condition assessment of bridges and to help in determining if live load testing is necessary. This research proposes a framework to link semi-automated damage detection on prestressed concrete bridge girders with the estimation of their residual flexural capacity. The framework was implemented on four full-scale corrosion damaged girders from decommissioned bridges in Virginia. 3D point clouds of the girders reconstructed from images using Structure from Motion (SfM) approach were textured with images containing cracks detected at pixel level using a U-Net (Fully Convolutional Network). Spalls were detected by identifying the locations where normals associated with the points in the 3D point cloud deviated from being perpendicular to the reference directions chosen, by an amount greater than a threshold angle. 3D textured mesh models, overlaid with the detected cracks and spalls were used as 3D damage maps to determine reduced cross-sectional areas of prestressing strands to account for the corrosion damage as per the recommendations of Naito, Jones, and Hodgson (2011). Scaling them to real-world dimensions enabled the measurement of any required dimension, eliminating the need for physical contact. The flexural capacities of a box beam and an I-beam estimated using strain compatibility analysis were validated with the actual capacities at failure sections determined from four destructive tests conducted by Al Rufaydah (2020). Along with the reduction in the cross-sectional areas of strands, limiting the ultimate strain that heavily corroded strands can develop was explored as a possible way to improve the results of the analysis. Strain compatibility analysis was used to estimate the ultimate rupture strain, in the heavily corroded bottommost layer prestressing strands exposed before the box beam was tested. More research is required to associate each level of strand corrosion with an average ultimate strain at which the corroded strands rupture. This framework was found to give satisfactory estimates of the residual strength. Reduction in resources involved in current visual inspection practices and eliminating the need for physical access, make this approach worthwhile to be explored further to improve the output of each step in the proposed framework. / Master of Science / Corrosion damage is a major concern for bridges as it reduces their load carrying capacity. Bridge failures in the past have been attributed to corrosion damage. The risk associated with corrosion damage caused failures increases as the infrastructure ages. Many bridges across the world built forty to fifty years ago are now in a deteriorated condition and need to be repaired and retrofitted. Visual inspections to identify damage or deterioration on a bridge are very important to assess the condition of the bridge and determine the need for repairing or for posting weight restrictions for the vehicles that use the bridge. These inspections require close physical access to the hard-to-reach areas of the bridge for physically measuring the damage which involves many resources in the form of experienced engineers, skilled labor, equipment, time, and money. The safety of the personnel involved in the inspections is also a major concern. Nowadays, a lot of research is being done in using Unmanned Aerial Vehicles (UAVs) like drones for bridge inspections and in using artificial intelligence for the detection of cracks on the images of concrete and steel members. Girders or beams in a bridge are the primary longitudinal load carrying members. Concrete inherently is weak in tension. To address this problem, High Strength steel reinforcement (called prestressing steel or prestressing strands) in prestressed concrete beams is pre-loaded with a tensile force before the application of any loads so that the regions which will experience tension under the service loads would be subjected to a pre-compression to improve the performance of the beam and delay cracking. Spalls are a type of corrosion damage on concrete members where portions of concrete fall off (section loss) due to corrosion in the steel reinforcement, exposing the reinforcement to the environment which leads to accelerated corrosion causing a loss of cross-sectional area and ultimately, a rupture in the steel. If the process of detecting the damage (cracks, spalls, exposed or severed reinforcement, etc.) is automated, the next logical step that would add great value would be, to quantify the effect of the damage detected on the load carrying capacity of the bridges. Using a quantified estimate of the remaining capacity of a bridge, determined after accounting for the corrosion damage, informed decisions can be made about the measures to be taken. This research proposes a stepwise framework to forge a link between a semi-automated visual inspection and residual capacity evaluation of actual prestressed concrete bridge girders obtained from two bridges that have been removed from service in Virginia due to extensive deterioration. 3D point clouds represent an object as a set of points on its surface in three dimensional space. These point clouds can be constructed either using laser scanning or using Photogrammetry from images of the girders captured with a digital camera. In this research, 3D point clouds are reconstructed from sequences of overlapping images of the girders using an approach called Structure from Motion (SfM) which locates matched pixels present between consecutive images in the 3D space. Crack-like features were automatically detected and highlighted on the images of the girders that were used to build the 3D point clouds using artificial intelligence (Neural Network). The images with cracks highlighted were applied as texture to the surface mesh on the point cloud to transfer the detail, color, and realism present in the images to the 3D model. Spalls were detected on 3D point clouds based on the orientation of the normals associated with the points with respect to the reference directions. Point clouds and textured meshes of the girders were scaled to real-world dimensions facilitating the measurement of any required dimension on the point clouds, eliminating the need for physical contact in condition assessment. Any cracks or spalls that went unidentified in the damage detection were visible on the textured meshes of the girders improving the performance of the approach. 3D textured mesh models of the girders overlaid with the detected cracks and spalls were used as 3D damage maps in residual strength estimation. Cross-sectional slices were extracted from the dense point clouds at various sections along the length of each girder. The slices were overlaid on the cross-section drawings of the girders, and the prestressing strands affected due to the corrosion damage were identified. They were reduced in cross-sectional area to account for the corrosion damage as per the recommendations of Naito, Jones, and Hodgson (2011) and were used in the calculation of the ultimate moment capacity of the girders using an approach called strain compatibility analysis. Estimated residual capacities were compared to the actual capacities of the girders found from destructive tests conducted by Al Rufaydah (2020). Comparisons are presented for the failure sections in these tests and the results were analyzed to evaluate the effectiveness of this framework. More research is to be done to determine the factors causing rupture in prestressing strands with different degrees of corrosion. This framework was found to give satisfactory estimates of the residual strength. Reduction in resources involved in current visual inspection practices and eliminating the need for physical access, make this approach worthwhile to be explored further to improve the output of each step in the proposed framework.

Today’s buildings are responsible for 40% of the world’s energy use and also a substantial share of the Global Warming Potential (GWP). In Sweden, about 21% of the energy use can be related to the heat losses through the climatic envelope. The “Million Program” (Swedish: Miljonprogrammet) is a common name for about one million housing units, erected between 1965 and 1974 and many of these buildings suffer from poor energy performance. An important aim of this study was to access the possibilities of using Vacuum Insulation Panels (VIPs) in buildings with emphasis on the use of VIPs for improving the thermal efficiency of the “Million Program” buildings. The VIPs have a thermal resistance of about 8-10 times better than conventional insulations and offer unique opportunities to reduce the thickness of the thermal insulation. This thesis is divided into three main subjects. The first subject aims to investigate new alternative VIP cores that may reduce the market price of VIPs. Three newly developed nanoporous silica were tested using different steady-state and transient methods. A new self-designed device, connected to a Transient Plane Source (TPS) instrument was used to determine the thermal conductivity of granular powders at different gaseous pressure combined with different mechanical loads. The conclusion was that the TPS technique is less suitable for conducting thermal conductivity measurements on low-density nanoporous silica powders. However, deviations in the results are minimal for densities above a limit at which the pure conduction becomes dominant compared to heat transfer by radiation. The second subject of this work was to propose a new and robust VIP mounting system, with minimized thermal bridges, for improving the thermal efficiency of the “Million Program” buildings. On the basis of the parametric analysis and dynamic simulations, a new VIP mounting system was proposed and evaluated through full scale measurements in a climatic chamber. The in situ measurements showed that the suggested new VIP technical solution, consisting of 20mm thick VIPs, can improve the thermal transmittance of the wall, up to a level of 56%. An improved thermal transmittance of the wall at centre-of-panel coordinate of 0.118 to 0.132 W m-2K-1 and a measured centre-of-panel thermal conductivity (λcentre-of-panel) of 7 mW m-1K-1 were reached. Furthermore, this thesis includes a new approach to measure the thermal bridge impacts due to the VIP joints and laminates, through conducting infrared thermography investigations. An effective thermal conductivity of 10.9 mW m-1K-1 was measured. The higher measured centre-of-panel and effective thermal conductivities than the published centre-of-panel thermal conductivity of 4.2 mW m-1K-1 from the VIP manufacturer, suggest that the real thermal performance of VIPs, when are mounted in construction, is comparatively worse than of the measured performance in the laboratory. An effective thermal conductivity of 10.9 mW m-1K-1 will, however, provide an excellent thermal performance to the construction. The third subject of this thesis aims to assess the environmental impacts of production and operation of VIP-insulated buildings, since there is a lack of life cycle analysis of whole buildings with vacuum panels. It was concluded that VIPs have a greater environmental impact than conventional insulation, in all categories except Ozone Depilation Potential. The VIPs have a measurable influence on the total Global Warming Potential and Primary Energy use of the buildings when both production and operation are taken into account. However, the environmental effect of using VIPs is positive when compared to the GWP of a standard building (a reduction of 6%) while the PE is increased by 20%. It was concluded that further promotion of VIPs will benefit from reduced energy use or alternative energy sources in the production of VIP cores while the use of alternative cores and recycling of VIP cores may also help reduce the environmental impact. Also, a sensitivity analysis of this study showed that the choice of VIPs has a significant effect on the environmental impacts, allowing for a reduction of the total PE of a building by 12% and the GWP can be reduced as much as 11% when considering both production and operation of 50 yes. Finally, it’s possible to conclude that the VIPs are very competitive alternative for insulating buildings from the Swedish “Million Program”. Nevertheless, further investigations require for minimizing the measurable environmental impacts that acquired in this LCA study for the VIP-insulated buildings. / Dagens byggnader ansvarar för omkring 40% av världens energianvändning och  står också för en väsentlig del av utsläppen av växthusgaser. I Sverige kan ca 21 % av energianvändningen relateras till förluster genom klimatskalet. Miljonprogrammet är ett namn för omkring en miljon bostäder som byggdes mellan 1965 och 1974, och många av dessa byggnader har en dålig energiprestanda efter dagens mått. Huvudsyftet med denna studie har varit att utforska möjligheterna att använda vakuumisoleringspaneler (VIP:ar) i byggnader med viss fokus på tillämpning i Miljonprogrammets byggnader. Med en värmeledningsförmåga som är ca 8 - 10 gånger bättre än för traditionell isolering erbjuder VIP:arna unika möjligheter till förbättrad termisk prestanda med minimal isolerings tjocklek. Denna avhandling hade tre huvudsyften. Det första var att undersöka nya alternativ för kärnmaterial som bland annat kan reducera kostnaden vid produktion av VIP:ar. Tre nyutvecklade nanoporösa kiselpulver har testats med olika stationära och transienta metoder. En inom projektet utvecklad testbädd som kan anslutas till TPS instrument (Transient Plane Source sensor), har använts för att mäta värmeledningsförmågan hos kärnmaterial för VIP:ar, vid varierande gastryck och olika mekaniska laster. Slutsatsen blev att transienta metoder är mindre lämpliga för utföra mätningar av värmeledningsförmåga för nanoporösa kiselpulver låg densitet. Avvikelsen i resultaten är dock minimal för densiteter ovan en gräns då värmeledningen genom fasta material blir dominerande jämfört med värmeöverföring genom strålning. Det andra syftet har varit att föreslå ett nytt monteringssystem för VIP:ar som kan användas för att förbättra energieffektiviteten i byggnader som är typiska för Miljonprogrammet. Genom parametrisk analys och dynamiska simuleringar har vi kommit fram till ett förslag på ett nytt monteringssystem för VIP:ar som har utvärderats genom fullskaleförsök i klimatkammare. Resultaten från fullskaleförsöken visar att den nya tekniska lösningen förbättrar väggens U-värde med upp till 56 %. En förbättrad värmegenomgångskoefficienten för väggen i mitten av en VIP blev mellan 0.118 till 0,132 W m-2K-1 och värmeledningstalet centre-av-panel 7 mW m-1K-1 uppnåddes. Detta arbete innehåller dessutom en ny metod för att mäta köldbryggor i anslutningar med hjälp av infraröd termografi. En effektiv värmeledningsförmåga för 10.9 mW m-1K-1 uppnåddes. Resultaten tyder även på att den verkliga termiska prestandan av VIP:ar i konstruktioner är något sämre än mätvärden för paneler i laboratorium. En effektiv värmeledningsförmåga av 10.9 mW m-1K-1 ger dock väggkonstruktionen en utmärkt termisk prestanda. Det tredje syftet har varit att bedöma miljöpåverkan av en VIP-isolerad byggnad, från produktion till drift, eftersom en livscykelanalys av hela byggnader som är isolerade med vakuumisoleringspaneler inte har gjorts tidigare. Slutsatsen var att VIP:ar har en större miljöpåverkan än traditionell isolering, i alla kategorier förutom ozonnedbrytande potential. VIP:ar har en mätbar påverkan på de totala utsläppen av växthusgaser och primärenergianvändningen i byggnader när både produktion och drift beaktas. Miljöpåverkan av de använda VIP:arna är dock positiv jämfört med GWP av en standardbyggnad (en minskning med 6 %) medan primärenergianvändningen ökade med 20 %. Slutsatsen var att ytterligare användning av VIP:ar gynnas av reducerad energiförbrukning och alternativa energikällor i produktionen av nanoporösa kiselpulver medan användningen av alternativa kärnmaterial och återvinning av VIP kärnor kan hjälpa till att minska miljöpåverkan. En känslighetsanalys visade att valet av VIP:ar har en betydande inverkan på miljöpåverkan, vilket ger möjlighet att reducera den totala användningen av primärenergi i en byggnad med 12 % och utsläppen av växthusgaser kan vara minska, så mycket som 11 % när det gäller både produktion och drift under 50 år. Avslutningsvis är det möjligt att dra slutsatsen att VIP:ar är ett mycket konkurrenskraftigt alternativ för att isolera byggnader som är typiska för Miljonprogrammet. Dock krävs ytterligare undersökningar för att minimera de mätbara miljöeffekter som förvärvats i denna LCA-studie för VIP-isolerade byggnader. / <p>QC 20151109</p> / Simulations of heat and moisture conditions in a retrofit wall construction with Vacuum Insulation Panels / Textural and thermal conductivity properties of a low density mesoporous silica material / A study of the thermal conductivity of granular silica materials for VIPs at different levels of gaseous pressure and external loads / Evaluation of the thermal conductivity of a new nanoporous silica material for VIPs – trends of thermal conductivity versus density / A comparative study of the environmental impact of Swedish residential buildings with vacuum insulation panels / ETICS with VIPs for improving buildings from the Swedish million unit program “Miljonprogrammet”

The olive oil extraction industry represents a substantial share of the economies of Mediterranean countries but leads to serious environmental problems by producing huge amounts of wastes (by-products) within a short production period. The production rate of olive oil is about 1.4-1.8 million tonnes per year in the Mediterranean, resulting in 30 million m3 of by-products and 20 million tonnes of olive pomace. A small portion of these wastes can be used as raw materials in different industries as they contain valuable natural resources. Greece has about 2300 small-scale, rural, agro-industrial units that extract olive oil. These are generally three-phase systems and their by-products include olive mill residual solids (olive pomace and leaves) and olive mill waste water. Olive mills produce significant quantities of solid wastes with outputs of 0.35 tonnes of olive pomace and 0.05 tonnes of leaves per tonne of olives. The huge quantities of olive pomace and olive leaves produced within the short oil extraction season cause serious management problems in terms of volume and space. The solid wastes (olive pomace and olive leaves) that are produced contain almost 95% organic matter and although they could be highly beneficial to agricultural soils, it has been shown that they also contain toxic compounds and lipid which increase soil hydrophobicity and decrease water retention and infiltration rate. The soils of most Mediterranean countries have low organic matter contents (<1%) which has negative impacts on agriculture. Frequent application of composted organic residues increases soil fertility, mainly by improving aggregate stability and decreasing soil bulk density. Organic amendments play a positive role in climate change abatement by soil carbon sequestration. Recurrent use of composted materials enhances soil organic nitrogen content by up to 90%. To replenish soil organic matter content and promote eco-friendly crop production, the application of olive pomace compost could be a good solution. To examine olive mill solid waste composting, four pilot-scale experiments were carried out to produce good quality compost using three phase olive mill solid waste (olive pomace, OP) and different bulking agents such as rice husk (RH), olive leaves (OL) sawdust (SD), wood shavings (WS), and chromium treated reed plants (RP). A series of parallel experiments was carried out to examine the effect final compost quality of: (a) initial moisture content, (b) water addition during the composting process, and (c) material ratios, and to also determine the toxicity level in plants and human blood lymphocytes (genotoxicity and cytotoxicity). For each experiment, six trapezoidal bins were used with dimensions 1.26 m long, 0.68 m wide and 0.73 m deep, and a total volume of 0.62 m3. The study was carried out in the facilities of the Department of Environmental and Natural Resources Management, University of Patras, Agrinio, in a closed area to maintain controlled temperature conditions. To monitor the composting process and evaluate compost quality, physicochemical parameters (temperature, moisture content, pH, electrical conductivity, organic matter, volatile solids, total organic carbon, total nitrogen, total phosphorus, potassium, sodium, and water soluble phenols) were measured at different phases. The respirometric test (O2 uptake) was performed to determine compost stability. Experimental results showed that even after short composting periods, the quality of the final product remained high. The final product had excellent physicochemical characteristics (C/N: 12.1–17.5, germination index (GI): 88.32–164.43%, Cr: 8–10 mg/kg dry mass, that fulfill1 EU requirements and can be used as a fertilizer in organic farming. To achieve higher quality of the final product, Olive pomace should be used in higher ratios than the other materials (OL, RH, WS, SD and RP). The amount (volume of humidifying agents) and time (frequency) of moisture addition also played an important role during composting. Based on the experimental results, olive mill wastes can produce a high quality soil amendment which has no phytotoxic, genotoxic or cytotoxic effects. Nevertheless, composting duration and bulking agents and their ratios are crucial factors that determine the quality of the final product. Finally, the revision of EU regulations is proposed to include genotoxic and cytotoxic evaluation of composts that enter the human food chain. A full-scale compost unit was designed based on the experimental results. For a typical small-sized olive mill, processing 30 tonnes of olives per day for a 100-day operation period, a total area of about 850 m2 is needed to compost the mill’s entire annual waste production. / Η βιομηχανία παραγωγής ελαιόλαδου αποτελεί ένα σημαντικό κομμάτι της οικονομίας στις χώρες της Μεσογείου, προκαλώντας ταυτόχρονα σημαντικά περιβαλλοντικά προβλήματα, λόγω της παραγωγής μεγάλων ποσοτήτων αποβλήτων κατά τη σύντομη περίοδο λειτουργίας των ελαιοτριβείων. Η μέση ετήσια παραγωγή ελαιολάδου στην Μεσόγειο κυμαίνεται στους 1.4-1.8 χιλιάδες τόνους, ενώ παράγονται επίσης περίπου 30 χιλιάδες m3 παραπροϊόντων και 20 χιλιάδες τόνους ελαιοπυρήνα. Μόνο ένα μικρό μέρος αυτών των παραπροϊόντων μπορεί να χρησιμοποιηθεί ως πρώτη ύλη σε διάφορες βιομηχανίες. Η Ελλάδα έχει περίπου 2300 ελαιοτριβεία μικρής κλίμακας διασπαρμένα στην ύπαιθρο. Τα ελαιοτριβεία αυτά είναι κυρίως τριφασικά και τα παραπροϊόντα τους συμπεριλαμβάνουν στερεά υπολείμματα (ελαιουρήνας και φύλλα) και υγρά απόβλητα ελαιοτριβείου. Τα ελαιοτριβεία παράγουν σημαντικές ποσότητες στερεών υπολειμμάτων παρέχοντας περίπου 0.35 τόνους ελαιοπυρήνα και 0.05 τόνους φύλλων ανά τόνο ελαιοκάρπου, παρακαλώντας σημαντικά προβλήματα στη διαχείρισης τους. Τα στερεά υπολείμματα (ελαιοπυρήνας και φύλλα) περιέχουν 95% οργανική ύλη, καθιστώντας τα δυνητικά κατάλληλα ως εδαφοβελτιωτικά, καθώς τα εδάφη των περισσότερων Μεσογειακών χωρών έχουν χαμηλή περιεκτικότητα σε οργανική ύλη (<1%) επηρεάζοντας αρνητικά την γεωργία. Τα υπολλείματα αυτά περιέχουν ωστόσο τοξικές ουσίες και έλαια, τα οποία αυξάνουν την υδροφοβικότητα του εδάφους και μειώνουν την κατακράτηση του νερού και την ρυθμό διήθησης. Έχει αποδειχθεί ότι συχνές εφαρμογές κομποστοποιημένων οργανικών υπολειμμάτων αυξάνουν την γονιμότητα του εδάφους, αυξάνοντας κυρίως τη συνολική σταθερότητα και την πυκνότητα του εδάφους. Η συχνή χρήση κομποστοποιημένων υλικών βελτιώνει την περιεκτικότητα των εδαφών σε οργανικό άζωτο του εδάφους έως και 90%. Η κομποστοποίηση ελαιοπυρήνα θα μπορούσε να αποτελέσει μια πιθανή λύση για την αναπλήρωση του περιεχομένου σε οργανική υλη των εδαφών και για την προώθηση μιας οίκοφιλικής αγροτικής παραγωγής. Για να εξεταστεί η κομποστοποιήση στερεών υπολειμμάτων ελαιοτριβείων, διεξήχθησαν 4 πειράματα πιλοτικής κλίμακας για την παραγωγή κομποστ, χρησιμοποιώντας στερεά υπολείμματα τριφασικών ελαιοτριβείων (ελαιοπυρήνας) και διαφόρους διογκωτικούς παράγοντες, όπως φλοιό ρυζιού, φύλλα ελιάς, πριονίδια, ροκανίδια, και καλάμια με υψηλή περιεκτικότητα σε χρώμιο. Σκοπός των παράλληλων πειραμάτων ήταν η εξέταση της επίδρασης στην ποιότητα του τελικού κομπόστ των: (α) αρχικού περιεχόμενου υγρασίας, (β) της προσθήκης νερού κατά την διάρκεια της κομποστοποιήσης, (γ) των ποσοστών ανάμιξης των υλικών, καθώς επίσης και ο προσδιορισμός της φυτοτοξικότητας και της γενοτοξικότητας των τελικών κομπόστ. Σε κάθε πείραμα χρησιμοποιήθηκαν 6 τραπεζοειδή πλαστικά δοχεία διαστάσεων 1.26 m σε μήκος, 0.68 m σε πλάτος και 0.73 m σε ύψος, με ολικό όγκο 0.62 m3. Οι πιλοτικές μονάδες ήταν τοποθετημένες σε κλειστό χώρο του Τμήματος Διαχείρισης Περιβάλλοντος και Φυσικών Πόρων του Πανεπιστημίου Πατρών στο Αγρίνιο, ώστε να επικρατούν σταθερές συνθήκες θερμοκρασίας. Η παρακολούθηση της κομποστοποίησης και η εκτίμηση της ποιότητας του κομπόστ, έγινε μέσω του προσδιορισμού διαφόρων φυσικοχημικών παραμέτρων (θερμοκρασία, περιεχόμενο υγρασίας, pH, ηλεκτρική αγωγιμότητα, περιεχόμενη οργανική ύλη, πτητικά στέρεα, ολικός οργανικός άνθρακας, ολικό άζωτο, ολικό φώσφορος, κάλιο, νάτριο, και ολικές φαινόλες). Για την εκτίμηση της ποιότητας του κομποστ πραγματοποιήθηκαν επίσης ρεσπιρομετρικά τεστ (κατανάλωση O2). Τα πειραματικά αποτελέσματα απέδειξαν ότι ακόμα και μετά από σύντομες περιόδους κομποστοποιήσης η ποιότητα του τελικού κομπόστ παρέμενε υψηλή. Το τελικό προϊόν είχε εξαιρετικά φυσικοχημικά χαρακτηριστικά (C/N: 12.1–17.5, δείκτης βλαστικότητας (GI): 88.32–164.43%, Cr: 8–10 mg/kg ξηρής μάζας), τα οποία είναι εντός των νομοθετικών ορίων της ΕΕ για την χρήση λιπασμάτων σε βιολογικές καλλιέργειες. Για την παραγωγή υψηλής ποιότητας κομπόστ ο ελαιοπυρήνας πρέπει να χρησιμοποιείτε σε μεγαλύτερη αναλόγια σε σχέση με τα υπόλοιπα υλικά. Η ποσότητα και η συχνότητα προσθήκης νερού παίζει επίσης σημαντικό ρόλο κατά τη κομοστοποιήση. Με βάση τα πειραματικά αποτελέσματα αποδείχθηκε ότι τα στερεά υπολείμματα ελαιοτριβείων μπορούν να παράξουν ένα υψηλής ποιότητας εδαφοβελτιωτικό, το οποίο δεν εμφανίζει φυτοτοξικότητα, γενοτοξικότητα και κυτταροτοξικότητα. Παρόλο αυτά η διάρκεια της κομποστοποίησης, οι διογκωτικοί παράγοντες και τα ποσοστά ανάμιξης των υλικών είναι κρίσιμοι παράγοντες, που επηρεάζουν την ποιότητα του τελικού προϊόντος. Επίσης αναφέρουμε ότι η νομοθεσία της ΕΕ θα πρέπει να αναθεωρηθεί συμπεριλαμβάνοντας τόσο τη γενοτοξική και την κυτταρτοξική εκτίμηση του κομπόστ πριν χρησιμοποιηθεί για βρώσιμες καλλιέργειες. Τέλος με βάση τα πειραματικά αποτελέσματα διαστασιολοήθηκε μια μονάδα πλήρους κλίμακας για την κομποστοποίηση στερεών υπολειμμάτων ελαιοτριβείου. Έτσι για ένα τυπικό μικρής κλίμακας ελαιοτριβείο, που επεξεργάζεται ημερησίως 30 τόνους ελιών και για περίοδο κομποστοποίησης 100 ημερών, χρειάζεται μια συνολική έκταση περίπου 850 m2 για τη κομπστοποίηση όλης της ετησίας ποσότητας του ελαιοπυρήνα.

Tesis por compendio / [EN] Anaerobic MBRs (AnMBRs) can provide the desired step towards sustainable wastewater treatment, broadening the range of application of anaerobic biotechnology to low-strength wastewaters (e.g. urban ones) or extreme environmental conditions (e.g. low operating temperatures). This alternative technology gathers the advantages of anaerobic treatment processes (e.g. low energy demand stemming from no aeration and energy recovery through methane production) jointly with the benefits of membrane technology (e.g. high quality effluent, and reduced space requirements). It is important to highlight that AnMBR may offer the possibility of operation in energy neutral or even being a net energy producer due to biogas generation. Other aspects that must be taken into account in AnMBR are the quality and nutrient recovery potential of the effluent and the low amount of sludge generated, which are of vital importance when assessing the environmental impact of a wastewater treatment plant (WWTP). The main aim of this Ph.D. thesis is to assess the economic and environmental sustainability of AnMBR technology for urban wastewater treatment at ambient temperature. Specifically, this thesis focusses on the following aspects: (1) development of a detailed and comprehensive plant-wide energy model for assessing the energy demand of different wastewater treatment systems at both steady- and unsteady-state conditions; (2) proposal of a design methodology for AnMBR technology and identification of optimal AnMBR-based configurations by applying an overall life cycle cost (LCC) analysis; (3) life cycle assessment (LCA) of AnMBR-based technology at different temperatures; and (4) evaluation of the overall sustainability (economic and environmental) of AnMBR for urban wastewater treatment. In this research work, a plant-wide energy model coupled to the extended version of the plant-wide mathematical model BNRM2 is proposed. The proposed energy model was used for assessing the energy performance of different wastewater treatment processes. In order to propose a guidelines for designing AnMBR at full-scale and to identify optimal AnMBR-based configurations, the proposed energy model and LCC were used. LCA was used to assess the environmental performance of AnMBR-based technology at different temperatures. An overall sustainability (economic and environmental) assessment was conducted for: (a) assessing the implications of design and operating decisions by including sensitivity and uncertainty analysis and navigating trade-offs across environmental and economic criteria.; and (b) comparing AnMBR to aerobic-based technologies for urban wastewater treatment. This Ph.D. thesis is enclosed in a national research project funded by the Spanish Ministry of Science and Innovation entitled "Using membrane technology for the energetic recovery of wastewater organic matter and the minimisation of the sludge produced" (MICINN project CTM2008-06809-C02-01/02). To obtain representative results that could be extrapolated to full-scale plants, this research work was carried out in an AnMBR system featuring industrial-scale hollow-fibre membrane units that was operated using effluent from the pre-treatment of the Carraixet WWTP (Valencia, Spain). / [ES] El reactor anaerobio de membranas sumergidas (AnMBR) puede proporcionar el paso deseado hacia un tratamiento sostenible del agua residual, ampliando la aplicabilidad de la biotecnología anaerobia al tratamiento de aguas residuales de baja carga (ej. agua residual urbana) o a condiciones medioambientales extremas (ej. bajas temperaturas de operación). Esta tecnología combina las ventajas de los procesos de tratamiento anaerobio (baja demanda energética gracias a la ausencia de aireación y a la recuperación energética a través de la producción de metano) con los beneficios de la tecnología de membranas (ej. efluente de alta calidad y reducidas necesidades de espacio). Cabe destacar que la tecnología AnMBR permite la posibilidad del autoabastecimiento energético del sistema debido a la generación de biogás. Otros aspectos que se deben considerar en el sistema AnMBR son el potencial de recuperación de nutrientes, la calidad del efluente generado y la baja cantidad de fangos producidos, siendo todos ellos de vital importancia cuando se evalúa el impacto medioambiental de una planta de tratamiento de aguas residuales urbanas. El objetivo principal de esta tesis doctoral es evaluar la sostenibilidad económica y medioambiental de la tecnología AnMBR para el tratamiento de aguas residuales urbanas a temperatura ambiente. Concretamente, esta tesis se centra en las siguientes tareas: (1) desarrollo de un modelo de energía detallado y completo que permita evaluar la demanda energética global de diferentes sistemas de tratamiento de aguas residuales tanto en régimen estacionario como en transitorio; (2) propuesta de una metodología de diseño e identificación de configuraciones óptimas para la implementación de la tecnología AnMBR, aplicando para ello un análisis del coste de ciclo de vida (CCV); (3) análisis del ciclo de vida (ACV) de la tecnología AnMBR a diferentes temperaturas; y (4) evaluación global de la sostenibilidad (económica y medioambiental) de la tecnología AnMBR para el tratamiento de aguas residuales urbanas. En este trabajo de investigación se propone un modelo de energía acoplado a la versión extendida del modelo matemático BNRM2. El modelo de energía propuesto se usó para evaluar la eficiencia energía de diferentes procesos de tratamiento de aguas residuales urbanas. Con el fin de proponer unas directrices para el diseño de AnMBR a escala industrial e identificar las configuraciones óptimas para la implementación de dicha tecnología, se aplicaron tanto el modelo de energía propuesto como un análisis CCV. El ACV se usó para evaluar la viabilidad medioambiental de la tecnología AnMBR a diferentes temperaturas. En este trabajo se llevó a cabo una evaluación global de la sostenibilidad (económica y medioambiental) de la tecnología AnMBR para: (a) evaluar las implicaciones que conllevan ciertas decisiones durante el diseño y operación de dicha tecnología mediante un análisis de sensibilidad e incertidumbre, y examinar las contrapartidas en función de criterios económicos y medioambientales; y (b) comparar la tecnología AnMBR con tecnologías basadas en procesos aerobios para el tratamiento de aguas residuales urbanas. Esta tesis doctoral está integrada en un proyecto nacional de investigación, subvencionado por el Ministerio de Ciencia e Innovación (MICINN), con título "Modelación de la aplicación de la tecnología de membranas para la valorización energética de la materia orgánica del agua residual y la minimización de los fangos producidos" (MICINN, proyecto CTM2008-06809-C02-01/02). Para obtener resultados representativos que puedan ser extrapolados a plantas reales, esta tesis doctoral se ha llevado a cabo utilizando un sistema AnMBR que incorpora módulos comerciales de membrana de fibra hueca. Además, esta planta es alimentada con el efluente del pre-tratamiento de la EDAR del Barranco del Carraixet (Valencia, España). / [CA] El reactor anaerobi de membranes submergides (AnMBR) pot proporcionar el pas desitjat cap a un tractament d'aigües residuals sostenible, i suposa una extensió en l'aplicabilitat de la biotecnologia anaeròbia al tractament d'aigües residuals amb baixa càrrega (p.e. aigua residual urbana) o a condicions mediambientals extremes (p.e. baixes temperatures d'operació). Aquesta tecnologia alternativa reuneix els avantatges dels processos de tractament anaerobi (baixa demanda d'energia per l'estalvi de l'aireig i possibilitat de recuperació energètica per la producció de metà), conjuntament amb els beneficis de l'ús de de la tecnologia de membranes (p.e efluent d'alta qualitat, i reduïdes necessitats d'espai). Cal destacar que la tecnologia AnMBR permet la possibilitat de l'autoabastiment energètic del sistema degut a la generació de biogàs. Altres aspectes que s'han de considerar en el sistema AnMBR són el potencial de recuperació de nutrients, la qualitat de l'efluent i la baixa quantitat de fang generat, tots ells de vital importància quan s'avalua l'impacte mediambiental d'una planta de tractament d'aigües residuals urbanes. L'objectiu principal d'aquesta tesi doctoral és avaluar la sostenibilitat econòmica i mediambiental de la tecnologia AnMBR per al tractament d'aigües residuals urbanes a temperatura ambient. Concretament, aquesta tesi se centra en les tasques següents: (1) desenrotllament d'un detallat i complet model d'energia per al conjunt de la planta a fi d'avaluar la demanda d'energia de diferents sistemes de tractament d'aigües residuals tant en règim estacionari com en transitori; (2) proposta d'una metodologia de disseny i identificació de les configuracions òptimes de la tecnologia AnMBR mitjançant l'aplicació una anàlisi del cost de tot el cicle de vida (CCV) ; (3) anàlisi del cicle de vida (ACV) de la tecnologia AnMBR a diferents temperatures; i (4) avaluació global de la sostenibilitat (econòmica i mediambiental) de la tecnologia AnMBR per al tractament d'aigües residuals urbanes. En aquest treball d'investigació es proposa un model d'energia a nivell de tota la planta acoblat a la versió estesa del model matemàtic BNRM2. El model d'energia proposat s'ha utilitzat per a avaluar l'eficiència energètica de diferents processos de tractament d'aigües residuals urbanes. A fi de proposar unes directrius per al disseny d'AnMBR a escala industrial i identificar les configuracions òptimes de la tecnologia AnMBR, s'ha aplicat tant el model d'energia proposat, com el cost del cicle de vida (CCV). L'anàlisi del cicle de vida (ACV) s'ha utilitzat per a avaluar el rendiment mediambiental de la tecnologia AnMBR a diferents temperatures. En aquest treball s'ha dut a terme una avaluació global de la sostenibilitat (econòmica i mediambiental) de la tecnologia AnMBR per a: (a) avaluar les implicacions de les decisions de disseny i operació per mitjà d'una anàlisi de sensibilitat i incertesa i examinar les contrapartides en funció de criteris econòmics i mediambientals; i (b) comparar la tecnologia AnMBR amb tecnologies basades en processos aerobis per al tractament d'aigües residuals urbanes. Aquesta tesi doctoral està integrada en un projecte nacional d'investigació, subvencionat pel Ministerio de Ciencia e Innovación (MICINN), amb títol "Modelación de la aplicación de la tecnología de membranas para la valorización energética de la materia orgánica del agua residual y la minimización de los fangos producidos" (MICINN, projecte CTM2008-06809-C02-01/02). Per a obtenir resultats representatius que puguen ser extrapolats a plantes reals, aquesta tesi doctoral s'ha dut a terme utilitzant un sistema AnMBR que incorpora mòduls comercials de membrana de fibra buida. A més, aquesta planta és alimentada amb l'efluent del pretractament de l'EDAR del Barranc del Carraixet (València, Espanya). / Pretel Jolis, R. (2015). Environmental and economic sustainability of submerged anaerobic membrane bioreactors treating urban wastewater [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/58864 / TESIS / Premios Extraordinarios de tesis doctorales / Compendio