Fuzzy modelling of prescribed burning effects on soil physical properties

This paper presents the preliminary work of an approach where Fuzzy Boolean Nets (FBN) are being used to extract qualitative knowledge regarding the effect of prescribed fire burning on soil chemical physical properties. FBN were chosen due to the scarcity on available quantitative data.

Prescribed burning impact on forest soil properties – a fuzzy boolean nets approach

The Portuguese northern forests are often and severely affected by wildfires during the Summer season. These occurrences significantly affect and negatively impact all ecosystems, namely soil, fauna and flora. In order to reduce the occurrences of natural wildfires, some measures to control the availability of fuel mass are regularly implemented. Those preventive actions concern mainly prescribed burnings and vegetation pruning. This work reports on the impact of a prescribed burning on several forest soil properties, namely pH, soil moisture, organic matter content and iron content, by monitoring the soil self-recovery capabilities during a one year span. The experiments were carried out in soil cover over a natural site of Andaluzitic schist, in Gramelas, Caminha, Portugal, which was kept intact from prescribed burnings during a period of four years. Soil samples were collected from five plots at three different layers (0–3, 3–6 and 6–18) 1 day before prescribed fire and at regular intervals after the prescribed fire. This paper presents an approach where Fuzzy Boolean Nets (FBN) and Fuzzy reasoning are used to extract qualitative knowledge regarding the effect of prescribed fire burning on soil properties. FBN were chosen due to the scarcity on available quantitative data. The results showed that soil properties were affected by prescribed burning practice and were unable to recover their initial values after one year.

Soil attributes dynamics evaluation after prescribed burning practice in northwestern Portugal forest

The Portuguese northern forests are often and severely affected by wildfires during the summer season. These occurrences affect significant and rudely all ecosystems, namely soil, fauna and flora. Preventive actions such as prescribed burnings and clear-cut logging are frequently used and have showed a significant reduction of the natural wildfires occurrences. In Portugal, and due to some technical and operational conditions, prescribed burnings in forests are the most common preventive action used to reduce the existing fuel hazard. The overall impacts of this preventive action on Portuguese ecosystems are complex and not fully understood. This work reports to the study of a prescribed burning impact in soil chemical properties, namely pH, humidity and organic matter, by monitoring the soil self-recovery capacity. The experiments were carried out in soil cover over a natural site of Andaluzitic schist, in Gramelas, Caminha, Portugal, who was able to maintain itself intact from prescribed burnings from four years. The composed soil samples were collected from five plots at three different layers (0-3cm, 3-6cm and 6-18cm) 1 day before prescribed fire and after the prescribed fire. The results have shown that the dynamic equilibrium in soil was affected significantly.

Eficiência energética e a queima de combustíveis limpos

Mestrado em Engenharia Química

Sistema de visão para percepção e navegação de um UAV Quadrotor

Mestrado em Engenharia Electrotécnica e de Computadores

Estudo da valorização de um resíduo de ácidos gordos livres

Com o desenvolvimento económico a gestão de recursos é um desafio que a sociedade moderna enfrenta. Um desenvolvimento sustentável, que procure satisfazer as necessidades da geração actual e futuras, é fundamental. É pois necessário encontrar novas fontes de energia e reduzir/valorizar resíduos. O objectivo deste trabalho prende-se com a valorização de um resíduo de ácidos gordos livres como fonte alternativa de energia. Estes ácidos gordos são obtidos na purificação primária da glicerina proveniente da produção de biodiesel por via alcalina, cedida pela empresa SOCIPOLE SA. Inicialmente separaram-se os ácidos gordos livres e ésteres presentes na glicerina, e caracterizou-se o produto obtido. Efectuaram-se dois ensaios, obtendo-se 42,9% e 53,8% em massa de ácidos gordos livres e 41,7% e 34,0% de ésteres no 1º e 2º ensaio respectivamente. Além dos ésteres e ácidos gordos livres, no 1º produto existem 15,4% de matéria não esterificável e no 2º 12,2%. Na primeira parte do trabalho, estudou-se a possibilidade de utilização directa deste produto como combustível. Determinou-se o PCI, obtendo-se 29,8 e 29,4 MJ/kg para o 1º e 2º ensaio respectivamente. Estes valores são superiores aos que se encontram no despacho 17313/2008 de 26 de Junho de 2008, para biogasolina e biodiesel (27,2 MJ/kg), significando que os ácidos gordos livres separados têm forte potencial para serem usados como combustível. Efectuou-se também um estudo de corrosão de aço do corpo e tubos de uma caldeira através de ensaios de polarização, usando um Potenciostato/Galvanostato, e por variação da massa de amostras mergulhadas nos ácidos gordos livres a 105ºC e à temperatura ambiente. Nas condições estudadas, os ácidos gordos não promoveram corrosão nas amostras. Por fim, fez-se a combustão de uma amostra dos ácidos gordos livres num bico de Meeker e verificou-se a formação de depósitos equivalentes a 1,93% da massa inicial. Na segunda parte estudou-se a possibilidade de produzir biodiesel por esterificação, dos ácidos gordos livres. Fez-se um estudo prévio para verificar qual a melhor razão molar de amostra/metanol a utilizar, optando-se por 1:6. Após cinco etapas de esterificação, obteve-se um produto final com 85,6% de ésteres. Não foram então atingidos os 96,5% exigidos pela norma europeia EN 14214, devido à presença de matéria não esterificável na matéria-prima, que não foi possível separar totalmente do produto durante o processo (esterificação, lavagem e secagem). Pela análise de todos os parâmetros, o produto obtido não pode ser considerado biodiesel, não sendo possível ser comercializado como tal. A análise dos resultados aponta para a opção da valorização do resíduo de ácidos gordos na queima directa em geradores e caldeiras que deverá no entanto, ser precedida de um estudo mais detalhado que inclua a análise da constituição da matéria não esterificável, para garantir uma combustão segura.

Sistema de aquisição de dados em tempo real

Neste trabalho propus-me realizar um Sistema de Aquisição de Dados em Tempo Real via Porta Paralela. Para atingir com sucesso este objectivo, foi realizado um levantamento bibliográfico sobre sistemas operativos de tempo real, salientando e exemplificando quais foram marcos mais importantes ao longo da sua evolução. Este levantamento permitiu perceber o porquê da proliferação destes sistemas face aos custos que envolvem, em função da sua aplicação, bem como as dificuldades, científicas e tecnológicas, que os investigadores foram tendo, e que foram ultrapassando com sucesso. Para que Linux se comporte como um sistema de tempo real, é necessário configura-lo e adicionar um patch, como por exemplo o RTAI ou ADEOS. Como existem vários tipos de soluções que permitem aplicar as características inerentes aos sistemas de tempo real ao Linux, foi realizado um estudo, acompanhado de exemplos, sobre o tipo de arquitecturas de kernel mais utilizadas para o fazer. Nos sistemas operativos de tempo real existem determinados serviços, funcionalidades e restrições que os distinguem dos sistemas operativos de uso comum. Tendo em conta o objectivo do trabalho, e apoiado em exemplos, fizemos um pequeno estudo onde descrevemos, entre outros, o funcionamento escalonador, e os conceitos de latência e tempo de resposta. Mostramos que há apenas dois tipos de sistemas de tempo real o ‘hard’ que tem restrições temporais rígidas e o ‘soft’ que engloba as restrições temporais firmes e suaves. As tarefas foram classificadas em função dos tipos de eventos que as despoletam, e evidenciando as suas principais características. O sistema de tempo real eleito para criar o sistema de aquisição de dados via porta paralela foi o RTAI/Linux. Para melhor percebermos o seu comportamento, estudamos os serviços e funções do RTAI. Foi dada especial atenção, aos serviços de comunicação entre tarefas e processos (memória partilhada e FIFOs), aos serviços de escalonamento (tipos de escalonadores e tarefas) e atendimento de interrupções (serviço de rotina de interrupção - ISR). O estudo destes serviços levou às opções tomadas quanto ao método de comunicação entre tarefas e serviços, bem como ao tipo de tarefa a utilizar (esporádica ou periódica). Como neste trabalho, o meio físico de comunicação entre o meio ambiente externo e o hardware utilizado é a porta paralela, também tivemos necessidade de perceber como funciona este interface. Nomeadamente os registos de configuração da porta paralela. Assim, foi possível configura-lo ao nível de hardware (BIOS) e software (módulo do kernel) atendendo aos objectivos do presente trabalho, e optimizando a utilização da porta paralela, nomeadamente, aumentando o número de bits disponíveis para a leitura de dados. No desenvolvimento da tarefa de hard real-time, foram tidas em atenção as várias considerações atrás referenciadas. Foi desenvolvida uma tarefa do tipo esporádica, pois era pretendido, ler dados pela porta paralela apenas quando houvesse necessidade (interrupção), ou seja, quando houvesse dados disponíveis para ler. Desenvolvemos também uma aplicação para permitir visualizar os dados recolhidos via porta paralela. A comunicação entre a tarefa e a aplicação é assegurada através de memória partilhada, pois garantindo a consistência de dados, a comunicação entre processos do Linux e as tarefas de tempo real (RTAI) que correm ao nível do kernel torna-se muito simples. Para puder avaliar o desempenho do sistema desenvolvido, foi criada uma tarefa de soft real-time cujos tempos de resposta foram comparados com os da tarefa de hard real-time. As respostas temporais obtidas através do analisador lógico em conjunto com gráficos elaborados a partir destes dados, mostram e comprovam, os benefícios do sistema de aquisição de dados em tempo real via porta paralela, usando uma tarefa de hard real-time.

Enhancing the real-time capabilities of the Linux Kernel

The mainline Linux Kernel is not designed forhard real-time systems; it only fits the requirements of soft realtimesystems. In recent years, a kernel developer communityhas been working on the PREEMPT-RT patch. This patch(that aims to get a fully preemptible kernel) adds some realtimecapabilities to the Linux kernel. However, in terms ofscheduling policies, the real-time scheduling class of Linux islimited to the First-In-First-Out (SCHED_FIFO) and Round-Robin (SCHED_RR) scheduling policies. These scheduling policiesare however quite limited in terms of realtime performance.Therefore, in this paper, we report one importantcontribution for adding more advanced real-time capabilitiesto the Linux Kernel. Specifically, we describe modificationsto the (PREEMPT-RT patched) Linux kernel to supportreal-time slot-based task-splitting scheduling algorithms. Ourpreliminary evaluation shows that our implementation exhibitsa real-time performance that is superior to the schedulingpolicies provided by the current version of PREMPT-RT. Thisis a significant add-on to a widely adopted operating system.

Dynamical analysis of the global warming

Global warming is a major concern nowadays. Weather conditions are changing, and it seems that human activity is one of the main causes. In fact, since the beginning of the industrial revolution, the burning of fossil fuels has increased the nonnatural emissions of carbon dioxide to the atmosphere. Carbon dioxide is a greenhouse gas that absorbs the infrared radiation produced by the reflection of the sunlight on the Earth’s surface, trapping the heat in the atmosphere. Global warming and the associated climate changes are being the subject of intensive research due to their major impact on social, economic, and health aspects of human life. This paper studies the global warming trend in the perspective of dynamical systems and fractional calculus, which is a new standpoint in this context. Worldwide distributed meteorological stations and temperature records for the last 100 years are analysed. It is shown that the application of Fourier transforms and power law trend lines leads to an assertive representation of the global warming dynamics and a simpler analysis of its characteristics.

ENCOURAGE architecture: support for heterogeneous smart grids

Our society relies on energy for most of its activities. One application domain inciding heavily on the energy budget regards the energy consumption in residential and non-residential buildings. The ever increasing needs for energy, resulting from the industrialization of developing countries and from the limited scalability of the traditional technologies for energy production, raises both problems and opportunities. The problems are related to the devastating effects of the greenhouse gases produced by the burning of oil and gas for energy production, and from the dependence of whole countries on companies providing gas and oil. The opportunities are mostly technological, since novel markets are opening for both energy production via renewable sources, and for innovations that can rationalize energy usage. An enticing research effort can be the mixing of these two aspects, by leveraging on ICT technologies to rationalize energy production, acquisition, and consumption. The ENCOURAGE project aims to develop embedded intelligence and integration technologies that will directly optimize energy use in buildings and enable active participation in the future smart grid environment.The primary application domains targeted by the ENCOURAGE project are non-residential buildings (e.g.: campuses) and residential buildings (e.g.: neighborhoods). The goal of the project is to achieve 20% of energy savings through the improved interoperability between various types of energy generation, consumption and storage devices; interbuilding energy exchange; and systematic performance monitoring.

Strap repair optimization by using embedded patches

Adhesively-bonded techniques offer an attractive option for repair of aluminium structures, and currently there are three widely used configurations, i.e., single-strap (SS), double-strap (DS) and scarf repairs. SS and DS repairs are straightforward to execute but stresses in the adhesive layer peak at the ends of the overlap. DS repairs additionally require both sides of the damaged structures to be reachable for repair, which is often not possible. In these repair configurations, some limitations emerge such as the weight, aerodynamic performance and aesthetics. The scarf repair is more complex to fabricate but stresses are more uniform along the adhesive bondline. Few studies of SS and DS repairs with embedded patches, such that these are completely flush with the adherends, are available in the literature. Furthermore, no data is available about the effects of geometrical and material parameters (e.g. the Young’s modulus of adhesive, E) on the mechanical behaviour optimization of embedded repairs. For this purpose, in this work standard SS and DD repairs, and also with embedded patches in the adherends, were tested under tension to allow the geometry optimization, by varying the overlap length (LO), thus allowing the maximization of the repairs strength. The influence of the patch embedding technique, showing notorious advantages such as aerodynamic or aesthetics, was compared in strength with standard strap repairs, for the viability analysis of its implementation. As a result of this work, some conclusions were drawn for the design optimization of bonded repairs on aluminium structures.

Numerical and experimental study of tensile strength of single and double-strap repairs

Adhesive bonding as a joining or repair method has a wide application in many industries. Repairs with bonded patches are often carried out to re-establish the stiffness at critical regions or spots of corrosion and/or fatigue cracks. Single and double-strap repairs (SS and DS, respectively) are a viable option for repairing. For the SS repairs, a patch is adhesively-bonded on one of the structure faces. SS repairs are easy to execute, but the load eccentricity leads to peel peak stresses at the overlap edges. DS repairs involve the use of two patches, one on each face of the structure. These are more efficient than SS repairs, due to the doubling of the bonding area and suppression of the transverse deflection of the adherends. Shear stresses also become more uniform as a result of smaller differential straining. The experimental and Finite Element (FE) study presented here for strength prediction and design optimization of bonded repairs includes SS and DS solutions with different values of overlap length (LO). The examined values of LO include 10, 20 and 30 mm. The failure strengths of the SS and DS repairs were compared with FE results by using the Abaqus® FE software. A Cohesive Zone Model (CZM) with a triangular shape in pure tensile and shear modes, including the mixed-mode possibility for crack growth, was used to simulate fracture of the adhesive layer. A good agreement was found between the experiments and the FE simulations on the failure modes, elastic stiffness and strength of the repairs, showing the effectiveness and applicability of the proposed FE technique in predicting strength of bonded repairs. Furthermore, some optimization principles were proposed to repair structures with adhesively-bonded patches that will allow repair designers to effectively design bonded repairs.

Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs

This work addresses both experimental and numerical analyses regarding the tensile behaviour of CFRP single-strap repairs. Two fundamental geometrical parameters were studied: overlap length and patch thickness. The numerical model used ABAQUS® software and a developed cohesive mixed-mode damage model adequate for ductile adhesives, and implemented within interface finite elements. Stress analyses and strength predictions were carried out. Experimental and numerical comparisons were performed on failure modes, failure load and equivalent stiffness of the repair. Good correlation was found between experimental and numerical results, showing that the proposed model can be successfully applied to bonded joints or repairs.

Experimental and numerical evaluation of composite repairs on wood beams damaged by cross-graining

An experimental and Finite Element study was performed on the bending behaviour of wood beams of the Pinus Pinaster species repaired with adhesively-bonded carbon–epoxy patches, after sustaining damage by cross-grain failure. This damage is characterized by crack growth at a small angle to the beams longitudinal axis, due to misalignment between the wood fibres and the beam axis. Cross-grain failure can occur in large-scale in a wood member when trees that have grown spirally or with a pronounced taper are cut for lumber. Three patch lengths were tested. The simulations include the possibility of cohesive fracture of the adhesive layer, failure within the wood beam in two propagation planes and patch interlaminar failure, by the use of cohesive zone modelling. The respective cohesive properties were estimated either by an inverse method or from the literature. The comparison with the tests allowed the validation of the proposed methodology, opening a good perspective for the reduction of costs in the design stages of these repairs due to extensive experimentation.

Buckling strength of adhesively-bonded single and double-strap repairs on carbon-epoxy structures

This work reports on an experimental and finite element method (FEM) parametric study of adhesively-bonded single and double-strap repairs on carbon-epoxy structures under buckling unrestrained compression. The influence of the overlap length and patch thickness was evaluated. This loading gains a particular significance from the additional characteristic mechanisms of structures under compression, such as fibres microbuckling, for buckling restrained structures, or global buckling of the assembly, if no transverse restriction exists. The FEM analysis is based on the use of cohesive elements including mixed-mode criteria to simulate a cohesive fracture of the adhesive layer. Trapezoidal laws in pure modes I and II were used to account for the ductility of most structural adhesives. These laws were estimated for the adhesive used from double cantilever beam (DCB) and end-notched flexure (ENF) tests, respectively, using an inverse technique. The pure mode III cohesive law was equalled to the pure mode II one. Compression failure in the laminates was predicted using a stress-based criterion. The accurate FEM predictions open a good prospect for the reduction of the extensive experimentation in the design of carbon-epoxy repairs. Design principles were also established for these repairs under buckling.