Validation of QuEChERS method for organochlorine pesticides analysis in tamarind (Tamarindus indica) products: Peel, fruit and commercial pulp

In this study a citrate-buffered version of QuEChERS (Quick, Easy, Cheap, Effective, Rugged and Safe) method for determination of 14 organochlorine pesticides (OCPs) residues in tamarind peel, fruit and commercial pulp was optimized using gas chromatography (GC) coupled with electron-capture detector (ECD) and confirmation by GC tandem mass spectrometry (GC–MS/MS). Five procedures were tested based on the original QuEChERS method. The best one was achieved with increased time in ultrasonic bath. For the extract clean-up, primary secondary amine (PSA), octadecyl-bonded silica (C18) and magnesium sulphate (MgSO4) were used as sorbents for tamarind fruit and commercial pulp and for peel was also added graphitized carbon black (GCB). The samples mass was optimized according to the best recoveries (1.0 g for peel and fruit; 0.5 g for pulp). The method results showed the matrix-matched calibration curve linearity was r2 > 0.99 for all target analytes in all samples. The overall average recoveries (spiked at 20, 40 and 60 μg kg−1) have been considered satisfactory presenting values between 70 and 115% with RSD of 2–15 % (n = 3) for all analytes, with the exception of HCB (in peel sample). The ranges of limits of detection (LOD) and quantification (LOQ) for OCPs were for peel (LOD: 8.0–21 μg kg−1; LOQ: 27–98 μg kg−1); for fruit (LOD: 4–10 μg kg−1; LOQ: 15–49 μg kg−1) and for commercial pulp (LOD: 2–5 μg kg−1; LOQ: 7–27 μg kg−1). The method was successfully applied in tamarind samples being considered a rapid, sensitive and reliable procedure.

Cohesive law estimation of adhesive joints in mode II condition

The adhesive bonding technique enables both weight and complexity reduction in structures that require some joining technique to be used on account of fabrication/component shape issues. Because of this, adhesive bonding is also one of the main repair methods for metal and composite structures by the strap and scarf configurations. The availability of strength prediction techniques for adhesive joints is essential for their generalized application and it can rely on different approaches, such as mechanics of materials, conventional fracture mechanics or damage mechanics. These two last techniques depend on the measurement of the fracture toughness (GC) of materials. Within the framework of damage mechanics, a valid option is the use of Cohesive Zone Modelling (CZM) coupled with Finite Element (FE) analyses. In this work, CZM laws for adhesive joints considering three adhesives with varying ductility were estimated. The End-Notched Flexure (ENF) test geometry was selected based on overall test simplicity and results accuracy. The adhesives Araldite® AV138, Araldite® 2015 and Sikaforce® 7752 were studied between high-strength aluminium adherends. Estimation of the CZM laws was carried out by an inverse methodology based on a curve fitting procedure, which enabled a precise estimation of the adhesive joints’ behaviour. The work allowed to conclude that a unique set of shear fracture toughness (GIIC) and shear cohesive strength (ts0) exists for each specimen that accurately reproduces the adhesive layer’ behaviour. With this information, the accurate strength prediction of adhesive joints in shear is made possible by CZM.

Dynamic stability metrics for the container loading problem

The Container Loading Problem (CLP) literature has traditionally evaluated the dynamic stability of cargo by applying two metrics to box arrangements: the mean number of boxes supporting the items excluding those placed directly on the floor (M1) and the percentage of boxes with insufficient lateral support (M2). However, these metrics, that aim to be proxies for cargo stability during transportation, fail to translate real-world cargo conditions of dynamic stability. In this paper two new performance indicators are proposed to evaluate the dynamic stability of cargo arrangements: the number of fallen boxes (NFB) and the number of boxes within the Damage Boundary Curve fragility test (NB_DBC). Using 1500 solutions for well-known problem instances found in the literature, these new performance indicators are evaluated using a physics simulation tool (StableCargo), replacing the real-world transportation by a truck with a simulation of the dynamic behaviour of container loading arrangements. Two new dynamic stability metrics that can be integrated within any container loading algorithm are also proposed. The metrics are analytical models of the proposed stability performance indicators, computed by multiple linear regression. Pearson’s r correlation coefficient was used as an evaluation parameter for the performance of the models. The extensive computational results show that the proposed metrics are better proxies for dynamic stability in the CLP than the previous widely used metrics.

Step based physical activity guidelines for preschool-aged children

Objective Public health organizations recommend that preschool-aged children accumulate at least 3 h of physical activity (PA) daily. Objective monitoring using pedometers offers an opportunity to measure preschooler's PA and assess compliance with this recommendation. The purpose of this study was to derive step-based recommendations consistent with the 3 h PA recommendation for preschool-aged children. Method The study sample comprised 916 preschool-aged children, aged 3 to 6 years (mean age = 5.0 ± 0.8 years). Children were recruited from kindergartens located in Portugal, between 2009 and 2013. Children wore an ActiGraph GT1M accelerometer that measured PA intensity and steps per day simultaneously over a 7-day monitoring period. Receiver operating characteristic (ROC) curve analysis was used to identify the daily step count threshold associated with meeting the daily 3 hour PA recommendation. Results A significant correlation was observed between minutes of total PA and steps per day (r = 0.76, p < 0.001). The optimal step count for ≥ 3 h of total PA was 9099 steps per day (sensitivity (90%) and specificity (66%)) with area under the ROC curve = 0.86 (95% CI: 0.84 to 0.88). Conclusion Preschool-aged children who accumulate less than 9000 steps per day may be considered Insufficiently Active.

Proposta de Reconversão de linhas Ferroviárias para Linhas de Levitação Magnética Caso de Estudo Brasil

Trabalho realizado para a disciplina de Dissertação, Projeto ou Estágio do Instituto Superior Técnico de Engenharia do Porto, no ano letivo de 2014/2015, com a proposta de Dissertação no âmbito da transição das convencionais vias de ferrovia para as vias de levitação magnética, como parte dos requisitos à obtenção dos ECTS necessários à classificação final. Propõe-se nesta dissertação a aplicação de um sistema de levitação magnética que resulta da evolução dos sistemas existentes. A proposta exposta é uma melhoria que consiste numa possibilidade teórica de o trilho conseguir através do magnetismo, aplicar uma rotação ao veículo necessária em curva e ajustar essa rotação à velocidade a que se desloca. Para que este sistema funcione sugere-se a introdução de mais um campo magnético no trilho, que tem como função rodar o veículo em curva e substituir a sobrelevação ou escala do convencional trilho. Sugere-se que este sistema seja aplicado no território brasileiro em três fases distintas. Ligando numa primeira fase as três maiores cidades, seguido do litoral e por fim o interior do Brasil. A aplicação deste sistema no Brasil pode apresentar ser a solução ideal, em termos de velocidade e conforto, contudo é um sistema que necessita de estudos mais aprofundados.

Processo de cálculo automático de colunas mistas

Este relatório é elaborado no âmbito do estágio curricular no regime de parceria entre o Instituto Superior de Engenharia do Porto e o gabinete de projetos SE2P – Sociedade de Engenharia, Projetos e Planeamento, Lda. O tema do estágio é o estudo de colunas mistas aço-betão na vertente de projeto, mais concretamente através da criação dum processo de cálculo automático integrado com o modelo estrutural global. Aplicam-se os métodos de dimensionamento dos eurocódigos estruturais na avaliação da segurança dos estados limites. Avaliam-se as propriedades geométricas, determina-se a curva de interação, calcula-se a posição do eixo neutro donde se inferem os estados de tensão em flexão desviada ao nível da secção, necessários às verificações de segurança. O processo de cálculo tem por base uma folha de cálculo desenvolvida em Excel que, com ajuda do Visual Basic for Applications, comunica com o software de modelação e cálculo estrutural Autodesk Robot Professional Analisys. Cria-se fluxos de informação que possibilitam o cálculo iterativo de colunas mistas permitindo ajustar e por esta via otimizar as soluções de dimensionamento. A exportação de relatórios de cálculo detalhados para cada coluna constitui uma mais-valia para gabinetes de engenharia quando comparada com outras soluções de dimensionamento existentes no mercado. A aplicação do processo de cálculo desenvolvido a múltiplas combinações de soluções de colunas mistas permitiu analisar comparativamente os resultados obtidos e a criação de tabelas e ábacos que poderão ser úteis em cenários de pré-dimensionamento e de anteprojeto.