Uncertainty assessment approach for composite structures based on global sensitivity indices

The problem of uncertainty propagation in composite laminate structures is studied. An approach based on the optimal design of composite structures to achieve a target reliability level is proposed. Using the Uniform Design Method (UDM), a set of design points is generated over a design domain centred at mean values of random variables, aimed at studying the space variability. The most critical Tsai number, the structural reliability index and the sensitivities are obtained for each UDM design point, using the maximum load obtained from optimal design search. Using the UDM design points as input/output patterns, an Artificial Neural Network (ANN) is developed based on supervised evolutionary learning. Finally, using the developed ANN a Monte Carlo simulation procedure is implemented and the variability of the structural response based on global sensitivity analysis (GSA) is studied. The GSA is based on the first order Sobol indices and relative sensitivities. An appropriate GSA algorithm aiming to obtain Sobol indices is proposed. The most important sources of uncertainty are identified.

Assessment of nutritional and metabolic profiles of pea shoots: The new ready-to-eat baby-leaf vegetable

Pea-shoots are a new option as ready-to-eat baby-leaf vegetable. However, data about the nutritional composition and the shelf-life stability of these leaves, especially their phytonutrient composition is scarce. In this work, the macronutrient, micronutrient and phytonutrients profile of minimally processed pea shoots were evaluated at the beginning and at the end of a 10-day storage period. Several physicochemical characteristics (color, pH, total soluble solids, and total titratable acidity) were also monitored. Standard AOAC methods were applied in the nutritional value evaluation, while chromatographic methods with UV–vis and mass detection were used to analyze free forms of vitamins (HPLC-DAD-ESI-MS/MS), carotenoids (HPLC-DAD-APCI-MSn) and flavonoid compounds (HPLC-DAD-ESI-MSn). Atomic absorption spectrometry (HR-CS-AAS) was employed to characterize the mineral content of the leaves. As expected, pea leaves had a high water (91.5%) and low fat (0.3%) and carbohydrate (1.9%) contents, being a good source of dietary fiber (2.1%). Pea shoots showed a high content of vitamins C, E and A, potassium and phosphorous compared to other ready-to-eat green leafy vegetables. The carotenoid profile revealed a high content of β-carotene and lutein, typical from green leafy vegetables. The leaves had a mean flavonoid content of 329 mg/100 g of fresh product, mainly composed by glycosylated quercetin and kaempferol derivatives. Pea shoots kept their fresh appearance during the storage being color maintained throughout the shelf-life. The nutritional composition was in general stable during storage, showing some significant (p < 0.05) variation in certain water-soluble vitamins.

Análise de estabilidade e fundações de equipamentos de sinalização vertical rodoviária

O presente projeto foi realizado no âmbito da unidade curricular Dissertação/Estágio/Projeto, e desenvolve um estudo sobre as estruturas porticadas de sinalização vertical em Autoestradas, ao nível da estrutura metálica e das fundações, com o objetivo de analisar três casos diferentes com características distintas. Dois dos casos em estudo são modelos comuns que se encontram facilmente nas autoestradas. O terceiro tem uma configuração diferente, mais gravoso que o habitual. Com estes três casos obtém-se um estudo completo e abrangente deste tipo de estrutura porticada. Ao longo do projeto é seguida a norma EC3 (Eurocódigo 3 – Projeto de estruturas de aço). Dimensionaram-se as estruturas utilizando secções tubulares, mas é também realizado o dimensionamento de uma solução estrutural alternativa recorrendo a perfis laminados I ou H. As estruturas foram modeladas com recurso ao software de cálculo Autodesk Robot Structural Analysis Professional, obtendo-se os esforços e deformações nos vários pontos da estrutura, que permitem realizar o dimensionamento manual das secções dos perfis estruturais, chumbadouros, chapas de fundação e fundações propriamente ditas. Na parte final do projeto apresenta-se uma apreciação global do mesmo, conclusões gerais sobre os resultados obtidos e possíveis desenvolvimentos futuros.