Análise não linear do comportamento dinâmico de passadiços pedonais pré-fabricados

Os terramotos têm sido considerados uma das forças mais destrutivas e violentas da natureza, causando grandes tragédias e perdas económicas significativas. O objetivo principal do presente estudo é avaliar o comportamento global e local de três pontes pedonais, pré-fabricadas, durante a ação sísmica regulamentar. Através destas análises, pretende-se avaliar o risco de colapso das estruturas por “descalçamento” do tabuleiro e, caso necessário, propor soluções para evitar este fenómeno e melhorar o desempenho sísmico dos passadiços. No domínio de pontes, o “descalçamento dos apoios” é um tipo de rotura que pode ocorrer em estruturas com tramos simplesmente apoiados, onde os problemas surgem geralmente na interface de ligação tabuleiro-pilar, podendo conduzir ao derrubamento do primeiro. Este tipo de ligação é geralmente constituído por um conjunto de varões de aço – ferrolhos, chumbados verticalmente ao capitel do pilar e que atravessam placas de neoprene, ficando instalados no negativo das vigas. A selagem dos varões é normalmente realizada com argamassa de alta resistência. Os problemas que surgem neste tipo de ligação estão associados, a maior parte das vezes, à falta de manutenção e ao insuficiente comprimento de entrega do tabuleiro na zona dos aparelhos de apoio. A simulação do comportamento da estrutura durante as várias fases construtivas e aplicação de cargas, até ao colapso total, implica a utilização de uma ferramenta adequada. A modelação numérica foi efetuada com recurso ao programa de cálculo não-linear de estruturas Extreme Loading for Structures, baseado no Método dos Elementos Aplicados. O método considera os efeitos da não-linearidade física e geométrica, permitindo analisar o comportamento das estruturas durante a fase elástica e inelástica, passando pela cedência das armaduras, abertura e propagação de fendas até à separação dos elementos. Com base neste trabalho, foi possível verificar alterações significativas na resposta sísmica da estrutura, nomeadamente devido à eventual degradação dos ferrolhos.

Método dos elementos aplicados na simulação numérica do arrancamento de armaduras

Uma das propriedades do betão armado que foi alvo de maior número de estudos, ao longo dos tempos, é a aderência. Esta é uma das propriedades mais importantes a considerar na construção, pois dela depende o desempenho e estabilidade de uma estrutura. Dada a sua importância, a aderência é a propriedade do betão armado mais estudada ao longo do tempo. A complexidade inerente a esta propriedade torna difícil de compreender e prever o comportamento estrutural. Esta dissertação pretende analisar a capacidade do Método dos Elementos Aplicados em simular o ensaio de arrancamento directo e de reproduzir modos de rotura. Este ensaio, denominado de pull-out test, estuda a aderência entre três materiais: o aço, o betão e o grout. Vários tipos de ligações, com diferentes modos de rotura, são simulados e comparados com um ensaio experimental referido na revisão bibliográfica. Assim, recorrer-se-á ao programa Extreme Loading for Structures, que tem como base o Método dos Elementos Aplicados. Através de uma análise de sensibilidade foi possível calibrar as propriedades dos diferentes elementos e das interfaces entre o betão, aço e grout, de modo a viabilizar o cálculo da força crítica das ligações e reproduzir os modos de rotura observados experimentalmente. Este trabalho pretende dar uma contribuição ao conhecimento no âmbito da simulação numérica, em relação a este tipo de ligações, e ajudar à criação de modelos numéricos fiáveis e eficientes de fácil e rápida execução. Esta dissertação permite concluir que o Método dos Elementos Aplicados, apresenta-se como uma boa solução para o estudo deste tipo de ligações. Os resultados numéricos tiveram uma boa aproximação dos resultados experimentais. Em conformidade com a análise experimental, as ligações com bainha de pré-esforço e comprimento de embebimento a partir de 15 cm são as que melhor desempenho têm ao nível da resistência.

The effect of key process operational conditions on enhanced biological phosphorus removal from wastewater

Enhanced biological phosphorus removal (EBPR) is the most economic and sustainable option used in wastewater treatment plants (WWTPs) for phosphorus removal. In this process it is important to control the competition between polyphosphate accumulating organisms (PAOs) and glycogen accumulating organisms (GAOs), since EBPR deterioration or failure can be related with the proliferation of GAOs over PAOs. This thesis is focused on the effect of operational conditions (volatile fatty acid (VFA) composition, dissolved oxygen (DO) concentration and organic carbon loading) on PAO and GAO metabolism. The knowledge about the effect of these operational conditions on EBPR metabolism is very important, since they represent key factors that impact WWTPs performance and sustainability. Substrate competition between the anaerobic uptake of acetate and propionate (the main VFAs present in WWTPs) was shown in this work to be a relevant factor affecting PAO metabolism, and a metabolic model was developed that successfully describes this effect. Interestingly, the aerobic metabolism of PAOs was not affected by different VFA compositions, since the aerobic kinetic parameters for phosphorus uptake, polyhydroxyalkanoates (PHAs) degradation and glycogen production were relatively independent of acetate or propionate concentration. This is very relevant for WWTPs, since it will simplify the calibration procedure for metabolic models, facilitating their use for full-scale systems. The DO concentration and aerobic hydraulic retention time (HRT) affected the PAO-GAO competition, where low DO levels or lower aerobic HRT was more favourable for PAOs than GAOs. Indeed, the oxygen affinity coefficient was significantly higher for GAOs than PAOs, showing that PAOs were far superior at scavenging for the often limited oxygen levels in WWTPs. The operation of WWTPs with low aeration is of high importance for full-scale systems, since it decreases the energetic costs and can potentially improve WWTP sustainability. Extended periods of low organic carbon load, which are the most common conditions that exist in full-scale WWTPs, also had an impact on PAO and GAO activity. GAOs exhibited a substantially higher biomass decay rate as compared to PAOs under these conditions, which revealed a higher survival capacity for PAOs, representing an advantage for PAOs in EBPR processes. This superior survival capacity of PAOs under conditions more closely resembling a full-scale environment was linked with their ability to maintain a residual level of PHA reserves for longer than GAOs, providing them with an effective energy source for aerobic maintenance processes. Overall, this work shows that each of these key operational conditions play an important role in the PAO-GAO competition and should be considered in WWTP models in order to improve EBPR processes.

Novel ready-to-eat mango product using gellan gum as gelling agent: physico-chemical, microbial and sensory characteristics

Este trabalho foi efectuado com o apoio da Universidade de Lisboa, Instituto Superior de Agronomia com o Centro de Engenharia dos Biossistemas (CEER

Variation in Aedes aegypti (Linnaeus) (Diptera, Culicidae) infestation in artificial containers in Caxias, state of Maranhão, Brazil

INTRODUCTION: Dengue is a serious public health problem worldwide, with cases reported annually in tropical and subtropical regions. Aedes aegypti (Linnaeus, 1762), the main vector of dengue, is a domiciliary species with high dispersal and survival capacities and can use various artificial containers as breeding sites. We assessed potential container breeding sites of A. aegypti in the municipality of Caxias, Maranhão, Brazil. METHODS: In the initial phase, we analyzed 900 properties in 3 neighborhoods during the dry and rainy seasons (August-October 2005 and February-April 2006, respectively). During the second sampling period, September 2006-August 2007, we used 5 assessment cycles for 300 properties in a single neighborhood. RESULTS: During the dry and rainy seasons, water-storage containers comprised 55.7% (n = 1,970) and 48.5% (n = 1,836) of the total containers inspected, and showed the highest productivity of immature A. aegypti; we found 23.7 and 106.1 individuals/container, respectively, in peridomicile sites. In intradomicile sites, water-storage containers were also the most important breeding sites with 86.4% (n = 973) and 85.6% (n = 900) of all containers and a mean of 7.9 and 108.3 individuals/container in the dry and rainy seaso-October 2006 (1,342). The highest number of positives (70) was recorded in May, mostly (94%) in storage containers. CONCLUSIONS: Storage containers are the principal and most productive A. aegypti breeding sites and are a major contributing factor to the maintenance of this vector in Caxias.

Strengthening to seismic action of reinforced columns with rectangular cross-section

The first part of this research work regards the assessment of the mathematical modelling of reinforced concrete columns confined with carbon fibre (CFRP) sheets under axial loading. The purpose was to evaluate existing analytical models, contribute to possible improvements and choose the best model(s) to be part of a new model for the prediction of the behaviour of confined columns under bending and compression. For circular columns, a wide group of authors have proposed several models specific for FRP-confined concrete. The analysis of some of the existing models was carried out by comparing these with several tested columns. Although several models predict fairly the peak load only few can properly estimate the load-strain and dilation behaviour of the columns. Square columns confined with CFRP show a more complex interpretation of their behaviour. Accordingly, the analysis of two experimental programs was carried out to propose new modelling equations for the whole behaviour of columns. The modelling results show that the analytical curves are in general agreement with the presented experimental curves for a wide range of dimensions. An analysis similar to the one done for circular columns was this turn carried out for square columns. Few models can fairly estimate the whole behaviour of the columns and with less accuracy at all levels when compared with circular columns. The second part of this study includes seven experimental tests carried out on reinforced concrete rectangular columns with rounded corners, different damage condition and with confinement and longitudinal strengthening systems. It was concluded that the use of CFRP confinement is viable and of effective performance enhancement alone and combined with other techniques, maintaining a good ductile behaviour for established threshold displacements. As regards the use of external longitudinal strengthening combined with CFRP confinement, this system is effective for the performance enhancement and viable in terms of execution. The load capacity was increased significantly, preserving also in this case a good ductile behaviour for threshold displacements. As to the numerical nonlinear modelling of the tested columns, the results show a variation of the peak load of 1% to 10% compared with tests results. The good results are partly due to the inclusion of the concrete constitutive model by Mander et al. modified by Faustino, Chastre & Paula taking into account the confinement effect. Despite the reasonable approximation to tests results, the modelling results showed higher unloading, which leads to an overestimate dissipated energy and residualdisplacement.

Numerical simulation of blast effects on fibre grout RC panels

The main purpose of the present dissertation is the simulation of the response of fibre grout strengthened RC panels when subjected to blast effects using the Applied Element Method, in order to validate and verify its applicability. Therefore, four experimental models, three of which were strengthened with a cement-based grout, each reinforced by one type of steel reinforcement, were tested against blast effects. After the calibration of the experimental set-up, it was possible to obtain and compare the response to the blast effects of the model without strengthening (reference model), and a fibre grout strengthened RC panel (strengthened model). Afterwards, a numerical model of the reference model was created in the commercial software Extreme Loading for Structures, which is based on the Applied Element Method, and calibrated to the obtained experimental results, namely to the residual displacement obtained by the experimental monitoring system. With the calibration verified, it is possible to assume that the numerical model correctly predicts the response of fibre grout RC panels when subjected to blast effects. In order to verify this assumption, the strengthened model was modelled and subjected to the blast effects of the corresponding experimental set-up. The comparison between the residual and maximum displacements and the bottom surface’s cracking obtained in the experimental and the numerical tests yields a difference of 4 % for the maximum displacements of the reference model, and a difference of 4 and 10 % for the residual and maximum displacements of the strengthened model, respectively. Additionally, the cracking on the bottom surface of the models was similar in both methods. Therefore, one can conclude that the Applied ElementMethod can correctly predict and simulate the response of fibre grout strengthened RC panels when subjected to blast effects.

Light harvesting in solar cells using natural pigments from red fruits adsorbed to mesoporous TiO2

Nature has developed strategies to present us with a wide variety of colours, from the green of leaves to the bright colours seen in flowers. Anthocyanins are between these natural pigments that are responsible for the great diversity of colours seen in flowers and fruits. Anthocyanins have been used to sensitize titanium dioxide (TiO2) in Dye-Sensitized Solar Cells (DSSCs). DSSCs have become one of the most popular research topic in photovoltaic cells due to their low production costs when compared to other alternatives. DSSCs are inspired in what happens in nature during photosynthesis. A primary charge separation is achieved by means of a photoexcited dye capable of performing the electron injection into the conduction band of a wide band-gap semiconductor, usually TiO2. With this work we aimed to synthesize a novel mesoporous TiO2 structure as the semiconductor in order to increase the dye loading. We used natural occurring dyes such as anthocyanins and their synthetic flavylium relatives, as an alternative to the widely used metal complexes of Ru(II) which are expensive and are environmentally unsafe. This offers not only the chance to use safer dyes for DSSCs, but also to take profit of waste biological products, such as wine and olive oil production residues that are heavily loaded with anthocyanin dyes. We also performed a photodegradation study using TiO2 as the catalyst to degrade dye contaminants, such as those from the wine production waste, by photo-irradiation of the system in the visible region of the light spectrum. We were able to succeed in the synthesis of mesoporous TiO2 both powder and thin film, with a high capacity to load a large amount of dye. We proved the concept of photodegradation using TiO2 as catalyst. And finally, we show that wine production waste is a possible dye source to DSSCs application.

Biomimetic mineralization: encapsulation in calcium carbonate shells

Calcium carbonate biomineralization is a self-assembly process that has been studied to be applied in the biomedical field to encapsulate biomolecules. Advantages of engineering mineral capsules include improved drug loading efficiencies and protection against external environment. However, common production methods result in heterogeneous capsules and subject biomolecules to heat and vibration which cause irreversible damage. To overcome these issues, a microfluidic device was designed, manufactured and tested in terms of selectivity for water and oil to produce a W/O/W emulsion. During the development of this work there was one critical challenge: the selective functionalization in closed microfluidic channels. Wet chemical oxidation of PDMS with 1M NaOH, confirmed by FTIR, followed by adsorption of polyelectrolytes - PDADMAC/PSS - confirmed by UV-Vis and AFM results, render the surface of PDMS hydrophilic. UV-Vis spectroscopy also confirmed that this modification did not affect PDMS optical properties, making possible to monitor fluids and droplets. More important, with this approach PDMS remains hydrophilic over time. However, due to equipment constrains selectivity in microchannels was not achieved. Therefore, emulsion studies took place with conventional methods. Several systems were tried, with promising results achieved with CaCO3 in-situ precipitation, without the use of polymers or magnesium. This mineral stabilizes oil droplets in water, but not in air due to incomplete capsule formation.

Valorization of olive pomace through combination of biocatalysis with supercritical fluid technology

A supercritical carbon dioxide (scCO2) based oil extraction method was implemented on olive pomace (alperujo), and an oil yield of 25,5 +/- 0,8% (goil/gdry residue) was obtained. By Soxhlet extraction with hexane, an oil extraction yield of 28,9 +/- 0,8 % was obtained, which corresponds to an efficiency of 88,4 +/- 4,8 % for the supercritical method. The scCO2 extraction process was optimized for operating conditions of 50 MPa and 348,15 K, for which an oil loading of 32,60 g oil/kg CO2 was calculated. As a proof of concept, olive pomace was used as feedstock for biodiesel production, in a process combining the use of lipase as a catalyst with the use of scCO2 as a solvent, and integrating the steps of oil extraction, oil to biodiesel transesterification and subsequent separation of the latter. In the conducted experiments, FAME (fatty acid methyl ester) purities of 90% were obtained, with the following operating parameters: an oil:methanol molar ratio of 1:24; a residence time of 7,33 and 11,6 mins; a pressure of 40 MPa; a temperature of 313,15 K; and Lipozyme (Mucor miehei; Sigma-Aldritch) as an enzyme. However, oscillations of FAME purity were registered throughout the experiments, which could possibly be due to methanol accumulation in the enzymatic reactor. Finally, the phenolic content of olive pomace, and the effect of the drying process – oven or freeze-drying – and the extraction methods – hydro-alcoholic method and supercritical method – on the phenolic content were analysed. It was verified that the oven-drying process on the olive pomace preserved 90,1 +/- 3,6 % of the total phenolic content. About 62,3 +/- 5,53% of the oven-dried pomace phenolic content was extracted using scCO2 at 60 MPa and 323,15 K. Seven individual phenols – hydroxytyrosol, tyrosol, oleuropein, quercetin, caffeic acid, ferulic acid and p-coumaric acid – were identified and quantified by HPLC.

Novel antibiotic-loaded orthopaedic bone cements: insights on drug release profiles and biocompatibility

Acrylic bone cement (BC) is widely used as an anchor of artificial joints. Bacterial infection due to biofilm formation and inflammation are common and difficult to treat problems associated with commercial available BC formulations. Research on novel BC compositions is urgently needed. The main objective of this thesis was to develop a new biocompatible antibiotic-loaded BC with improved release profile. To achieve that aim several additives were incorporated, as an antibiotic (levofloxacin) to combat bacterial growth, an anti-inflammatory drug (diclofenac) to decrease the inflammatory process and two well-known and broadly used biopolymers, alginate and chitosan in order to increase matrix porosity, and in this way to intensify the amount of released drug. Novel BC formulations were tested in order to find the most suitable one that had potential to proceed to clinical application. Numerous tests were conducted as: a) evaluation of drug release profiles in different biomimetic media, b) mechanical and surface studies, c) microbiological activity testing against Staphylococcus aureus and d) in vitro biocompatibility assays (fibroblasts and osteoblasts). In general, the addition of biopolymers increased drug release, didn’t compromised BC mechanical properties and increased BC hydrophilicity. Microbiological testing revealed that Lev[BC]Chi was the only matrix that reduced significantly biofilm formation. On the contrary, alginate and diclofenac loading into BC seemed to increase biofilm growth. Biocompatibility studies showed some decrease in cell viability, in particularly on osteoblasts, mainly due to the high amounts of released drugs. In conclusion, the present work has shown that the matrix with more potential to proceed in further investigations was Lev[BC]Chi. Other conditions (namely additives and drugs concentrations) should be evaluated with the other tested BC matrices before being discharged.

Modelação dinâmica do embate de embarcações sobre pilares de pontes

Após o embate de uma embarcação contra o maciço do pilar da Ponte 25 de Abril em Lisboa e tendo em conta a importância desta estrutura, levantaram-se algumas preocupações referentes à segurança da ponte quanto a este tipo de solicitações. Como tal, no seguimento desta problemática, o principal objetivo do presente trabalho é avaliar a resposta da Ponte 25 de Abril sujeita ao embate de embarcações. Sabe-se que a Ponte 25 de Abril foi dimensionada tendo como base o sismo de El Centro de 1940, não tendo sido feito um estudo pormenorizado na temática do embate de uma embarcação uma vez que os momentos na base do maciço, resultantes do sismo estudado no projeto, eram largamente superiores aos mesmos momentos provocados por uma força no topo do maciço que pretendia simular o embate de uma embarcação. No entanto, as expressões que pretendem simular o efeito de um embate de uma embarcação em pilares de pontes evoluíram desde a data do projeto. Sendo os maciços dos pilares os elementos estruturais diretamente sujeitos ao evento do embate, transmitindo posteriormente os deslocamentos e forças aos respetivos pilares, o presente estudo focou-se nestes elementos. Para se estudar o comportamento do maciço de um pilar da ponte sujeito a estas ações dinâmicas, foram necessários dados para se definir a estrutura em causa e a respetiva solicitação, como também foi necessário um programa de cálculo não-linear de estruturas indicado para o presente caso. Obteve-se o projeto da Ponte 25 de Abril assim como dados relativos a todas as embarcações que cruzaram a Ponte no ano de 2014. A modelação da estrutura e respetivas solicitações foram feitas com recurso ao programa de cálculo não-linear de estruturas Extreme Loading for Structures, que utiliza o Método dos Elementos Aplicados. A partir do modelo do maciço do pilar da ponte traçaram-se as curvas de capacidade dinâmica e estática da estrutura e simularam-se tanto o sismo de El Centro de 1940 como o embate da embarcação mais condicionante que poderia ter ocorrido no ano de 2014. Com base nos resultados obtidos nos ensaios efetuados no presente trabalho verificou-se que, embora o embate de uma embarcação possa ser mais condicionante do que o sismo para o qual foi dimensionada, a estrutura do maciço resiste a ambas as solicitações não apresentando danos significativos.

Implementation of membrane processes for improvement of the detection of food contaminants

The EM3E Master is an Education Programme supported by the European Commission, the European Membrane Society (EMS), the European Membrane House (EMH), and a large international network of industrial companies, research centres and universities (http://www.em3e.eu)

Análise da vulnerabilidade sísmica do arco da Rua Augusta

Em Portugal grande parte dos edifícios históricos antigos são constituídos por alvenaria de pedra. Este género de construção é particularmente vulnerável a ações de natureza dinâmica, nomeadamente a ações sísmicas. O estudo da vulnerabilidade sísmica destes edifícios permite estimar os níveis de dano expectáveis, aquando da ocorrência de um sismo e apoiar o desenvolvimento de técnicas de reforço que permitam evitar o colapso dos mesmos. O objetivo principal do presente estudo é avaliar a vulnerabilidade sísmica do arco da rua Augusta em Lisboa, perante um evento sísmico regulamentar, utilizando um programa de cálculo comercial especializado que permite a utilização de análises dinâmicas não lineares. Numa primeira fase procedeu-se à identificação modal do arco, com recurso a ensaios de vibração ambiental. Os resultados destes ensaios de caracterização dinâmica foram utilizados para calibrar o modelo numérico, o qual foi desenvolvido no programa de cálculo Extreme Loading for Structures, baseado no Método dos Elementos Aplicados. O modelo numérico foi utilizado, numa segunda fase, para avaliar a vulnerabilidade sísmica do arco. Uma análise preliminar pushover permitiu obter a curva de capacidade da estrutura, que por sua vez, possibilita a definição os limites de um conjunto de estados de dano considerados relevantes para o arco. Subsequentes análises sísmicas não lineares e a definição de curvas de fragilidade, permitem estimar os níveis de dano prováveis para vários níveis de ação sísmica e concluir sobre a vulnerabilidade sísmica do Arco da Rua Augusta perante um cenário sísmico regulamentar.

Curare - Botany, Chemistry, and Pharmacology

Some aspects of curare research carried out over the last 25 years are discussed. Accepting a pharmacological rather than purely ethnological definition means, that curares are not limited to South America but that they are also known from Central Africa and South-EastAsia. Among the criteria that have been suggested for classifying South American curares: type of container, geographical origin, botanical sourcesof the active, constituent!, and chemical composition. A combination of botanical and geographical criteria leads to much the same regional ;groupings a combination of criteria involving the type of container and the chemical composition. The active principles in curares may derive from members of thr Loganiaceae (Strychnos) and/or Menispermaceae mainly Chondrodendron and Curarea, but also Abuta,Anomospermum, Cissampelos, Sciadotenia, and Telitoxicum). Certain of the Strychnos dimeric indole alkaloids can undergo a variety of cleavages, oxidations, and isomerizations; hence., some of the compounds obtained by normal isolation procedures one almost certainly artefacts. The different genera of, Menispermaceae a wide range of bisbenzyl and other types of isoquinoline alkaloids. Many of the plant additives also contain a variety of isoquinoline bases, and this has to be taken into account in assessing the contribution these ingredients may make to the ovzJuxll activity of, curare. Loganiaceae-bated curares with toxiferinzas major alkaloid tend to be the most toxic. In the case of Menispermaceae-based products, there-is evidence that the process by which they are made may lead to a considerable increase in the toxicity of the finished poisons as compared with the original plant materials. The mechanism of action of the alkaloids it, outlined, and the role of curare alkaloids in the development of, present-day muscle-relaxant drugs used in surgery is indicated. Attention lb drawn to reported medicinal uses of some of the alkaloid-bearing plants incorporated into curares, suggesting that further evaluation of these plants may be of interest.