Estudo e sugestões de melhorias de eficiência energética numa empresa do sector industrial de carnes

Desta dissertação resultou uma análise ao consumo energético associado aos produtos mais comerci-alizados por uma Empresa, inserida no sector industrial de carnes, e de respectivas medidas de ges-tão de energia eléctrica e de implementação de tecnologia térmica para optimizara a eficiência ener-gética da instalação. A avaliação realizada nesta dissertação permitiu identificar os processos que mais energia consomem, nomeadamente todos os produtos que envolvem a fumagem. Com base nes-tes resultados a empresa pode identificar as prioridades em termos de redução e melhoria da eficiên-cia energética. O estudo de gestão da energia eléctrica permitiu concluir que é mais proveitoso man-ter em funcionamento os processos pontuais durante os períodos nocturnos ou durante o fim-de-semana, permitindo, no segundo caso, obter uma poupança de 16% nos custos associados de cada vez que se colocar a linha de produção de peito de peru fumado entre o período semanal para o perí-odo entre sexta-feira e domingo, visto ser a linha de produção estudada que mais energia eléctrica consome. Na análise de pré-aquecimento dos fluidos utilizados na empresa através de recuperadores de calor, concluiu-se que é mais benéfico pré-aquecer a água utilizada para o processo de fumagem, visto obter-se uma poupança económica de 6 € e 11,8 m3 de gás natural por aplicação, ou seja, de cada vez que é utilizada água pré-aquecida através deste procedimento, tendo-se obtido valores de poupança energética entre 24 e 60% para os vários fluidos estudados.

Shear strengthening of damaged reinforced concrete beams with hybrid composite plates

This paper aims to evaluate experimentally the potentialities of Hybrid Composite Plates (HCPs) technique for the shear strengthening of reinforced concrete (RC) beams that were previously subjected to intense damage in shear. HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC) reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates. For this purpose, an experimental program composed of two series of beams (rectangular and T cross section) was executed to assess the strengthening efficiency of this technique. In the first step of this experimental program, the control beams, without steel stirrups, were loaded up to their shear failure, and fully unloaded. Then, these pre-damaged beams were shear strengthened by applying HCPs to their lateral faces by using a combination of epoxy adhesive and mechanical anchors. The bolts were applied with a certain torque in order to increase the concrete confinement. The obtained results showed that the increase of load carrying capacity of the damaged strengthened beams when HCPs were applied with epoxy adhesive and mechanical anchors was 2 and 2.5 times of the load carrying capacity of the corresponding reference beams (without HCPs) for the rectangular and T cross section beam series, respectively. To further explore the potentialities of the HCPs technique for the shear strengthening, the experimental tests were simulated using an advanced numerical model by a FEM-based computer program. After demonstration the good predictive performance of the numerical model, a parametric study was executed to highlight the influence of SHCC as an alternative for mortar, as well as the influence of torque level applied to the mechanical anchors, on the load carrying capacity of beams strengthened with the proposed technique.

Análise do impacto do controlo de custos na competitividade de uma empresa de mobiliário

Dissertação de mestrado integrado em Engenharia e Gestão Industrial

Mechanical fatigue performance of PCL-chondroprogenitor constructs after cell culture under bioreactor mechanical stimulus

In tissue engineering of cartilage, polymeric scaffolds are implanted in the damaged tissue and subjected to repeated compression loading cycles. The possibility of failure due to mechanical fatigue has not been properly addressed in these scaffolds. Nevertheless, the macroporous scaffold is susceptible to failure after repeated loading-unloading cycles. This is related to inherent discontinuities in the material due to the micropore structure of the macro-pore walls that act as stress concentration points. In this work, chondrogenic precursor cells have been seeded in Poly-ε-caprolactone (PCL) scaffolds with fibrin and some were submitted to free swelling culture and others to cyclic loading in a bioreactor. After cell culture, all the samples were analyzed for fatigue behavior under repeated loading-unloading cycles. Moreover, some components of the extracellular matrix (ECM) were identified. No differences were observed between samples undergoing free swelling or bioreactor loading conditions, neither respect to matrix components nor to mechanical performance to fatigue. The ECM did not achieve the desired preponderance of collagen type II over collagen type I which is considered the main characteristic of hyaline cartilage ECM. However, prediction in PCL with ECM constructs was possible up to 600 cycles, an enhanced performance when compared to previous works. PCL after cell culture presents an improved fatigue resistance, despite the fact that the measured elastic modulus at the first cycle was similar to PCL with poly(vinyl alcohol) samples. This finding suggests that fatigue analysis in tissue engineering constructs can provide additional information missed with traditional mechanical measurements.

Distribuição espacial da granulometria, cor e carbono orgânico do solo ao longo de um transecto em microbacias na Amazônia meridional

O objetivo deste estudo foi determinar, em nível de detalhe, a distribuição e a variabilidade espacial da argila, do índice de avermelhamento e do carbono orgânico do solo, ao longo de transecto que cruza classes pedológicas distintas dentro de quatro microbacias, sob floresta tropical em Juruena (MT). Para isso, foram selecionados 34 pontos e coletadas amostras de solo nas profundidades de 0 a 20 cm e 40 a 60 cm. Os dados foram analisados por estatística descritiva e geoestatística. As maiores variabilidades espaciais ocorreram dentro da classe do Latossolo Vermelho-Amarelo Distrófico. Estes ocorrem nas elevações superiores a 280 m, enquanto os Plintossolos e Argissolos (com caráter plíntico) têm ocorrência restrita às áreas com altimetrias menores. Ao longo do transecto há maior variabilidade nos atributos índice de avermelhamento e argila; as áreas com piores condições de drenagens apresentaram menor variação espacial e menores índice de avermelhamento, isto é, maior homogeneidade da cor dos horizontes diagnósticos.

Arquitecturas imaginárias. Espaço real e ilusório no Barroco português

Tese de Doutoramento em Arquitectura / Cultura Arquitectónica.

A dispensa de prestação de garantia em processo de execução fiscal e a prova de factos negativos da inexistência ou insuficiência de bens do executado

Dissertação de mestrado em Direito Tributário e Fiscal

The role of automatic shape and position recognitionin streamlining manufacturing

The main features of most components consist of simple basic functional geometries: planes, cylinders, spheres and cones. Shape and position recognition of these geometries is essential for dimensional characterization of components, and represent an important contribution in the life cycle of the product, concerning in particular the manufacturing and inspection processes of the final product. This work aims to establish an algorithm to automatically recognize such geometries, without operator intervention. Using differential geometry large volumes of data can be treated and the basic functional geometries to be dealt recognized. The original data can be obtained by rapid acquisition methods, such as 3D survey or photography, and then converted into Cartesian coordinates. The satisfaction of intrinsic decision conditions allows different geometries to be fast identified, without operator intervention. Since inspection is generally a time consuming task, this method reduces operator intervention in the process. The algorithm was first tested using geometric data generated in MATLAB and then through a set of data points acquired by measuring with a coordinate measuring machine and a 3D scan on real physical surfaces. Comparison time spent in measuring is presented to show the advantage of the method. The results validated the suitability and potential of the algorithm hereby proposed

A Gß protein and the TupA Co-Regulator bind to protein kinase A Tpk2 to act as antagonistic molecular switches of fungal morphological changes

A Gß protein and the TupA Co-Regulator Bind to Protein Kinase A Tpk2 to Act as Antagonistic Molecular Switches of Fungal Morphological Changes

Análise de tempos e métodos e implementação de ferramentas lean num sistema produtivo

Dissertação de mestrado em Engenharia Industrial

Simulação numérica do comportamento ao impacto de componentes para calçado de segurança

Dissertação de mestrado integrado em Engenharia Mecânica

Produção e caracterização de filmes finos nanocompósitos de Au-Ag dispersos numa matriz dielétrica, com efeito de ressonância de plasmão de superfície localizado

Dissertação de mestrado em Engenharia de Materiais

Conceção técnica e avaliação económica de um veículo solar para venda de produtos refrigerados

Dissertação de mestrado integrado em Engenharia Mecânica

Repository power: how repositories can support Open Access mandates

Many funding agencies have Open Access mandates in place, but how often are scientific publications as outputs linked to funding details? The benefits of linking funding information to publications as part of the deposit workflow can assist in adhering to Open Access mandates. This paper examines how OpenAIRE – Open Access Infrastructure for Research in Europe – can ease monitoring Open Access and reporting processes for funders, and presents some results and opportunities. It also outlines how it relies on cleaned and curated repository content, a vital cog in the ever turning wheel of the global scholarly landscape, and the benefits it brings.