Social-aware opportunistic routing

The increased capabilities (e.g., processing, storage) of portable devices along with the constant need of users to retrieve and send information have introduced a new form of communication. Users can seamlessly exchange data by means of opportunistic contacts among them and this is what characterizes the opportunistic networks (OppNets). OppNets allow users to communicate even when an end-to-end path may not exist between them. Since 2007, there has been a trend to improve the exchange of data by considering social similarity metrics. Social relationships, shared interests, and popularity are examples of such metrics that have been employed successfully: as users interact based on relationships and interests, this information can be used to decide on the best next forwarders of information. This Thesis work combines the features of today's devices found in the regular urban environment with the current social-awareness trend in the context of opportunistic routing. To achieve this goal, this work was divided into di erent tasks that map to a set of speci c objectives, leading to the following contributions: i) an up-to-date opportunistic routing taxonomy; ii) a universal evaluation framework that aids in devising and testing new routing proposals; iii) three social-aware utility functions that consider the dynamic user behavior and can be easily incorporated to other routing proposals; iv) two opportunistic routing proposals based on the users' daily routines and on the content traversing the network and interest of users in such content; and v) a structure analysis of the social-based network formed based on the approaches devised in this work.

Multilayered micro/nanocrystalline CVD diamond coatings for biotribology

In the present work multilayered micro/nanocrystalline (MCD/NCD) diamond coatings were developed by Hot Filament Chemical Vapour Deposition (HFCVD). The aim was to minimize the surface roughness with a top NCD layer, to maximize adhesion onto the Si3N4 ceramic substrates with a starting MCD coating and to improve the mechanical resistance by the presence of MCD/NCD interfaces in these composite coatings. This set of features assures high wear resistance and low friction coefficients which, combined to diamond biocompatibility, set this material as ideal for biotribological applications. The deposition parameters of MCD were optimized using the Taguchi method, and two varieties of NCD were used: NCD-1, grown in a methane rich gas phase, and NCD-2 where a third gas, Argon, was added to the gas mixture. The best combination of surface pre-treatments in the Si3N4 substrates is obtained by polishing the substrates with a 15 μm diamond slurry, further dry etching with CF4 plasma for 10 minutes and final ultrasonic seeding in a diamond powder suspension in ethanol for 1 hour. The interfaces of the multilayered CVD diamond films were characterized with high detail using HRTEM, STEM-EDX and EELS. The results show that at the transition from MCD to NCD a thin precursor graphitic film is formed. On the contrary, the transition of the NCD to MCD grade is free of carbon structures other than diamond, as a result of the richer atomic hydrogen content and of the higher substrate temperature for MCD deposition. At those transitions, WC nanoparticles were found due to contamination from the filament, being also present at the first interface of the MCD layer with the silicon nitride substrate. In order to study the adhesion and mechanical resistance of the diamond coatings, indentation and particle jet blasting tests were conducted, as well as tribological experiments with homologous pairs. Indentation tests proved the superior behaviour of the multilayered coatings that attained a load of 800 N without delamination, when compared to the mono and bilayered ones. The multilayered diamond coatings also reveal the best solid particle erosion resistance, due to the MCD/NCD interfaces that act as crack deflectors. These results were confirmed by an analytical model on the stress field distribution based on the von Mises criterion. Regarding the tribological testing under dry sliding, multilayered coatings also exhibit the highest critical load values (200N for Multilayers with NCD-2). Low friction coefficient values in the range μ=0.02- 0.09 and wear coefficient values in the order of ~10-7 mm3 N-1 m-1 were obtained for the ball and flat specimens indicating a mild wear regime. Under lubrication with physiological fluids (HBSS e FBS), lower wear coefficient values ~10-9-10-8 mm3 N-1 m-1) were achieved, governed by the initial surface roughness and the effective contact pressure.

Análise do comportamento de polímeros na estabilização de solos em fundações

O presente projeto de investigação em Engenharia Civil é construído em torno das necessidades atuais expressas pelos setores da construção e obras públicas em fundações. Em colaboração com a empresa GEO este trabalho pretende dar resposta em tempo útil aos empreiteiros, pondo o conhecimento científico ao serviço da indústria, colmatando a escassez de investigação académica que se verifica neste domínio. Esta investigação, à qual se associou a empresa BRASFOND, recorre ao estudo de ensaios de carga estática à compressão realizados no Brasil, segundo a NBR 12131 (2005) e NBR 12131 (2006). Assim, para estudar o desempenho de polímeros aplicados na estabilização de solos em fundações, foram analisados 6 ensaios de carga realizados em obras de intervenção da empresa GEO, disponibilizados pela empresa BRASFOND. Os ensaios de carga verticais estáticos de compressão axial foram realizados em estacas de 3 obras, nomeadamente a construção de uma central termoelétrica, em 2009, e de dois edifícios, em 2010. O projeto de fundações da central termoelétrica assentou na execução de estacas com polímeros, com 1270 estacas moldadas “in loco” com 1 000 mm de diâmetro e profundidade variável de 10 m a 18 m, em solos moles e pouco compactos de 8 m a 9 m de espessura, encastradas até 3 m sobre um maciço Gnaisse medianamente alterado (W3). Dos ensaios de carga realizados nesta obra, foram alvo deste estudo a análise dos primeiros 4 disponibilizados pela empresa. Os valores estimados por métodos semi-empíricos da capacidade resistente das estacas, considerando a recuperação da rocha nos trechos encastrados, foram comparados com a carga resistente última à compressão obtida através do ensaio de carga. O projeto de fundações de dois edifícios de elevado número de andares (cerca de 30) no litoral do Estado de São Paulo, em Santos, assentou na execução de fundações indiretas em solos moles a muito moles, com estacas de grandes dimensões moldadas com recurso a polímeros. Para atestar a qualidade das estacas, de forma a avaliar o comportamento carga versus assentamento e estimar as características da capacidade de carga, procedeu-se à execução de dois ensaios de carga estática à compressão, um dos quais instrumentado em profundidade. Os valores estimados por métodos semi-empíricos da capacidade resistente das estacas foram comparados com a carga resistente última à compressão obtida através do ensaio de carga. Para além deste estudo se revestir de interesse académico e empresarial, o contexto inerente à aplicação de polímeros em fundações é relevante para a prática pedagógica. Assim, este projeto envolve também uma componente educacional, esta última implementada numa escola do ensino básico e secundário da região centro do país.