Experimental Reinforcement of Wood Beams

Rehabilitation is becoming more and more usual in the construction sector in Portugal. The introduction of newer construction materials and technical know-how of integrating different materials for achieving desired engineering goals is an important step to the development of the sector. Wood industry is also getting more and more adapted to composite technologies with the introduction of the so called “highly engineered wood products” and with the use of modification treatments. This work is an attempt to explain the viability of using stainless steel and glass fibre reinforced polymer (GFRP) as reinforcements in wood beams. This thesis specifically focuses on the flexural behaviour of Portuguese Pine unmodified and modified wood beams. Two types of modification were used: 1,3-dimethylol-4,5- dihydroxyethyleneurea (DMDHEU) resin and amid wax. The behaviour of the material was analysed with a nonlinear model. The latter model simulates the behaviour of the reinforced wood beams under flexural loading. Small-scale beams (1:15) were experimented in flexural bending and the experimental results obtained were compared with the analytical model results. The experiments confirm the viability of the reinforcing schemes and the working procedures. Experimental results showed fair agreement with the nonlinear model. A strength increase between 15% and 80% was achieved. Stiffness increased by 40% to 50% in beams reinforced with steel but no significant increase was achieved with the glass fibre reinforcement.

Otimização da extração sólido-líquido de antioxidantes de subprodutos florestais pelo método de superfície de resposta

Portugal continental apresenta uma vasta área florestal, que representa cerca de 35,4% da ocupação total do solo, com predominância de espécies como o eucalipto (Eucalyptus globulus) e o pinheiro-bravo (Pinus pinaster). Estas espécies apresentam uma elevada importância a nível económico, designadamente devido à sua ampla utilização, nomeadamente na indústria de celulose e papel, gerando elevadas quantidades de resíduos. Este resíduo de biomassa florestal é utilizado, na sua totalidade, para a geração de energia, na forma de eletricidade ou aquecimento. No entanto, existem outras opções viáveis, a nível económico, tais como a valorização destes subprodutos como fonte de compostos polifenólicos tornando-os, assim, um produto de valor acrescentado. A extração de compostos fenólicos de subprodutos florestais, como folhas de eucalipto e agulhas de pinheiros tem vindo a aumentar devido, principalmente, à substituição de antioxidantes sintéticos, contribuindo para a valorização de subprodutos florestais. Contudo, apesar de todas as potenciais aplicações e vantagens, apenas algumas centenas de espécies aromáticas identificadas são utilizadas à escala comercial. Neste trabalho foi avaliada a capacidade antioxidante de subprodutos da floresta, otimizando as condições de extração através do estudo dos fatores: tempo de extração, temperatura e composição de solvente através do método de superfície de resposta. O planeamento experimental utilizado teve como base um planeamento de compósito central e a avaliação do perfil de antioxidantes das matrizes analisadas foi realizada através de métodos de quantificação total, como o teor fenólico total, a atividade anti-radicalar – método do DPPH (radical 2,2-difenil-1-picrilhidrazilo) e o método de FRAP. Estes métodos analíticos convencionais foram modificados e, devidamente validados, para a análise em leitor de microplacas. Verificou-se que os extratos de pinheiro e de eucalipto, tanto as amostras verdes com as amostras, apresentam uma promissora capacidade antioxidante. O planeamento fatorial aplicado permitiu otimizar as condições de extração em relação às matrizes verdes. Contudo, o mesmo não se verificou em relação às matrizes secas. A composição (% de água) é sem dúvida o fator com mais efeito em todas as amostras (coeficientes de primeira e segunda ordem no modelo). Também a temperatura foi identificada como um fator com efeito significativo sobre os sistemas em análise.

Projecto e concepção de um dispositivo experimental para medição e caracterização dos esforços aplicados no finca-pés de um caiaque de pista: Investigação, desenho e desenvolvimento

Após o enquadramento da canoagem, como modalidade Olímpica, verificou-se um aumento significativo de estudos e pesquisas acerca da biomecânica da modalidade, o que contribuiu para uma diminuição dos tempos na competição. Contudo poucos foram os que se focaram nas forças desenvolvidas e aplicadas ao caiaque através do finca-pés, criado assim oportunidade de desenvolvimento de dispositivos para a medição das mesmas. Assim, o objectivo primordial é desenvolver um sistema experimental capaz de quantificar as forças geradas em cada um dos lados do finca-pés (esquerdo e direito). Este, deverá não só ser passível de se utilizar em caiaque ergómetro como também num caiaque de pista, permitido avaliar as forças aplicadas durante o ciclo de pagaiada, tanto em compressão como em tracção. A sua concepção baseou-se num modelo de finca-pés já existente, tornando-o compatível com os caiaques de competição mais comercializados, e permitindo que no futuro se possa utilizar na água, bastando para isso apenas possuir um caiaque e embarcar o sistema de medição. Este sistema experimental foi testado em caiaque ergómetro por 7 (sete) sujeitos com níveis distintos: seis homens (um atleta olímpico medalhado e cinco de nível nacional) e uma mulher (de nível de selecção Portuguesa) que, entre outros, realizaram um plano definido por 60s a uma frequência de 75 pagaiadas por minuto, seguido de uma intensa mudança de ritmo e força (Sprint). Após análise dos dados obtidos em cada um dos diferentes sujeitos, conseguimos identificar algumas das suas características, tais como: esforço assimétrico dos membros inferiores; utilização de forma heterogénea da fita do finca-pés; diferença de forças máximas aplicadas entre atletas (Ex.: para um atleta olímpico as forças medidas (Min; Max): Pé Esquerdo (- 444; 1087) N e Pé Direito (- 476; 1068) N); etc. Os resultados não só são bastante promissores como também são motivantes e congruentes com estudos anteriores, nomeadamente Begon et al. 2008 e Sturm 2010 e 2012. Finalmente, consegue-se afirmar, com segurança, que foram alcançados os objectivos propostos com a concepção deste dispositivo de medição de forças. Este permite caracterizar os esforços desenvolvidos no finca-pés por cada membro inferior, com ou sem a fita de suporte, possibilitando aos treinadores e atletas uma visão, para muitos desconhecida, das forças transmitidas e das suas assimetrias. No final, este conhecimento permitirá aos atletas melhorar o seu desempenho desportivo bem como facilitar a gestão desportiva, com base nos principais princípios mecânicos inerentes ao movimento dos atletas desde desporto Olímpico.

Distributed Forest Fire Monitoring Using Wireless Sensor Networks

Disaster management is one of the most relevant application fields of wireless sensor networks. In this application, the role of the sensor network usually consists of obtaining a representation or a model of a physical phenomenon spreading through the affected area. In this work we focus on forest firefighting operations, proposing three fully distributed ways for approximating the actual shape of the fire. In the simplest approach, a circular burnt area is assumed around each node that has detected the fire and the union of these circles gives the overall fire’s shape. However, as this approach makes an intensive use of the wireless sensor network resources, we have proposed to incorporate two in-network aggregation techniques, which do not require considering the complete set of fire detections. The first technique models the fire by means of a complex shape composed of multiple convex hulls representing different burning areas, while the second technique uses a set of arbitrary polygons. Performance evaluation of realistic fire models on computer simulations reveals that the method based on arbitrary polygons obtains an improvement of 20% in terms of accuracy of the fire shape approximation, reducing the overhead in-network resources to 10% in the best case.

Dynamic Analysis and Pattern Visualization of Forest Fires

This paper analyses forest fires in the perspective of dynamical systems. Forest fires exhibit complex correlations in size, space and time, revealing features often present in complex systems, such as the absence of a characteristic length-scale, or the emergence of long range correlations and persistent memory. This study addresses a public domain forest fires catalogue, containing information of events for Portugal, during the period from 1980 up to 2012. The data is analysed in an annual basis, modelling the occurrences as sequences of Dirac impulses with amplitude proportional to the burnt area. First, we consider mutual information to correlate annual patterns. We use visualization trees, generated by hierarchical clustering algorithms, in order to compare and to extract relationships among the data. Second, we adopt the Multidimensional Scaling (MDS) visualization tool. MDS generates maps where each object corresponds to a point. Objects that are perceived to be similar to each other are placed on the map forming clusters. The results are analysed in order to extract relationships among the data and to identify forest fire patterns.

State Space Analysis of Forest Fires

This paper studies forest fires from the perspective of dynamical systems. Burnt area, precipitation and atmospheric temperatures are interpreted as state variables of a complex system and the correlations between them are investigated by means of different mathematical tools. First, we use mutual information to reveal potential relationships in the data. Second, we adopt the state space portrait to characterize the system’s behavior. Third, we compare the annual state space curves and we apply clustering and visualization tools to unveil long-range patterns. We use forest fire data for Portugal, covering the years 1980–2003. The territory is divided into two regions (North and South), characterized by different climates and vegetation. The adopted methodology represents a new viewpoint in the context of forest fires, shedding light on a complex phenomenon that needs to be better understood in order to mitigate its devastating consequences, at both economical and environmental levels.

Forest fire detection with a small fixed wing autonomous aerial vehicle

In this work a forest fire detection solution using small autonomous aerial vehicles is proposed. The FALCOS unmanned aerial vehicle developed for remote-monitoring purposes is described. This is a small size UAV with onboard vision processing and autonomous flight capabilities. A set of custom developed navigation sensors was developed for the vehicle. Fire detection is performed through the use of low cost digital cameras and near-infrared sensors. Test results for navigation and ignition detection in real scenario are presented.

Fractional Dynamics in Forest Fires

Every year forest fires consume large areas, being a major concern in many countries like Australia, United States and Mediterranean Basin European Countries (e.g., Portugal, Spain, Italy and Greece). Understanding patterns of such events, in terms of size and spatiotemporal distributions, may help to take measures beforehand in view of possible hazards and decide strategies of fire prevention, detection and suppression. Traditional statistical tools have been used to study forest fires. Nevertheless, those tools might not be able to capture the main features of fires complex dynamics and to model fire behaviour [1]. Forest fires size-frequency distributions unveil long range correlations and long memory characteristics, which are typical of fractional order systems [2]. Those complex correlations are characterized by self-similarity and absence of characteristic length-scale, meaning that forest fires exhibit power-law (PL) behaviour. Forest fires have also been proved to exhibit time-clustering phenomena, with timescales of the order of few days [3]. In this paper, we study forest fires in the perspective of dynamical systems and fractional calculus (FC). Public domain forest fires catalogues, containing data of events occurred in Portugal, in the period 1980 up to 2011, are considered. The data is analysed in an annual basis, modelling the occurrences as sequences of Dirac impulses. The frequency spectra of such signals are determined using Fourier transforms, and approximated through PL trendlines. The PL parameters are then used to unveil the fractional-order dynamics characteristics of the data. To complement the analysis, correlation indices are used to compare and find possible relationships among the data. It is shown that the used approach can be useful to expose hidden patterns not captured by traditional tools.

Effects of Exercise on Physical and Mental Health, and Cognitive and Brain Functions in Schizophrenia: Clinical and Experimental Evidence

Exercise promotes several health benefits, such as cardiovascular, musculoskeletal and cardiorespiratory improvements. It is believed that the practice of exercise in individuals with psychiatric disorders, e.g. schizophrenia, can cause significant changes. Schizophrenic patients have problematic lifestyle habits compared with general population; this may cause a high mortality rate, mainly caused by cardiovascular and metabolic diseases. Thus, the aim of this study is to investigate changes in physical and mental health, cognitive and brain functioning due to the practice of exercise in patients with schizophrenia. Although still little is known about the benefits of exercise on mental health, cognitive and brain functioning of schizophrenic patients, exercise training has been shown to be a beneficial intervention in the control and reduction of disease severity. Type of training, form of execution, duration and intensity need to be better studied as the effects on physical and mental health, cognition and brain activity depend exclusively of interconnected factors, such as the combination of exercise and medication. However, one should understand that exercise is not only an effective nondrug alternative, but also acts as a supporting linking up interventions to promote improvements in process performance optimization. In general, the positive effects on mental health, cognition and brain activity as a result of an exercise program are quite evident. Few studies have been published correlating effects of exercise in patients with schizophrenia, but there is increasing evidence that positive and negative symptoms can be improved. Therefore, it is important that further studies be undertaken to expand the knowledge of physical exercise on mental health in people with schizophrenia, as well as its dose-response and the most effective type of exercise.

Forest management: different criteria – equal sustainability

From the forest management perspective, many definitions have been proposed for the concept of forest sustainability. Despite this apparent diversity, most of them converge on the same aspects. In this work we developed a comparative approach of two distinct forest management methodologies used in Europe, more precisely in Slovenia and in Portugal. Although in each case study differences in vegetation, climate and pedological characteristics are evident, we were able to show some peculiar aspects of both the Slovenian and the Portuguese examples. This study also dealt with the evolution of the term sustainability in the last decades and how it played an important role for forest management options.

Analysis of Forest Effects in Wind Farm Performance

The objective of the thesis is to analyze the behaviour of the wind flow when it is passing beside the forest. To complete this analysis, a parametric study was done based upon generalized situations. Some abacus have been made, which are related to forest and wind characteristics. The abacus were compared with a particular real case, namely Alexandrovo (Bulgaria), where it was concluded that the applicability of the abacus in projects with complex terrain is low and they must be used, from a quantitative point of view, for flat terrain, being hc the most important parameter.

Experimental characterization of the out-of-plane performance of regular stone masonry walls, including test setups and axial load influence

Stone masonry is one of the oldest and most worldwide used building techniques. Nevertheless, the structural response of masonry structures is complex and the effective knowledge about their mechanical behaviour is still limited. This fact is particularly notorious when dealing with the description of their out-of-plane behaviour under horizontal loadings, as is the case of the earthquake action. In this context, this paper describes an experimental program, conducted in laboratory environment, aiming at characterizing the out-of-plane behaviour of traditional unreinforced stone masonry walls. In the scope of this campaign, six full-scale sacco stone masonry specimens were fully characterised regarding their most important mechanic, geometric and dynamic features and were tested resorting to two different loading techniques under three distinct vertical pre-compression states; three of the specimens were subjected to an out-of-plane surface load by means of a system of airbags and the remaining were subjected to an out-of-plane horizontal line-load at the top. From the experiments it was possible to observe that both test setups were able to globally mobilize the out-of-plane response of the walls, which presented substantial displacement capacity, with ratios of ultimate displacement to the wall thickness ranging between 26 and 45 %, as well as good energy dissipation capacity. Finally, very interesting results were also obtained from a simple analytical model used herein to compute a set of experimental-based ratios, namely between the maximum stability displacement and the wall thickness for which a mean value of about 60 % was found.

Avaliação numérica e experimental da carga admissível de vigas compostas para monocarris de sistemas de elevação

Este trabalho foi realizado com o apoio, e em colaboração da empresa Flexcrane, que constrói e comercializa soluções flexíveis de pontes rolantes para cargas ligeiras. Com cargas máximas de 2 toneladas estas pontes e seus caminhos de rolamento são construídas essencialmente enformados a frio. O objetivo deste trabalho é a verificação numérica e experimental das cargas que este tipo de estrutura suporta, nas suas diferentes configurações. Numa aproximação por engenharia inversa, com a realização deste trabalho, foi possível determinar a carga admissível das vigas compostas utilizadas, assim como o seu comportamento quando em carga. Para obtenção destes resultados foram realizadas simulações computacionais recorrendo ao método de elementos finitos, utilizando para isso o software Ansys Workbench e ainda ensaios experimentais que permitiram validar os resultados obtidos numericamente e consolidar o conhecimento sobre o comportamento desta solução comercial. Por ser de construção modular, são possíveis diferentes combinações para o produto final, por esta razão foram estudados numericamente diferentes configurações possíveis, com e sem reforços. Foi realizada a validação experimental para a configuração mais usual, fazendo recurso a um dispositivo para ensaio de estruturas e componentes, pertencente ao Isep. Foi ainda utilizada a técnica extensométrica para avaliar as tensões em pontos selecionados e compara-los com os obtidos numericamente. Concluiu-se pelo ótimo desempenho dos produtos Flexcrane.