Avaliação da postura corporal em estudantes do ensino superior

A Era moderna trouxe ao Homem meios que facilitam muitas das suas tarefas diárias, diminuindo a actividade física e condicionando a postura corporal. Actualmente a população jovem, e sobretudo os estudantes, encontra-se exposta a uma grande quantidade de riscos de alterações posturais. Todavia, a postura assumida por parte desta classe não tem sido muito investigada. Sendo assim, este estudo tem como objectivo geral a avaliação bi-dimensional da postura corporal, na posição de pé e de sentado, de estudantes do 1º ano do Curso de Terapia Ocupacional, do Instituto Politécnico de Leiria. Os objectivos específicos centram-se na verificação das relações entre as alterações posturais desse grupo de estudantes e os sintomas de lesões músculo-esqueléticas nos últimos 12 meses, os factores sócio-demográficos e os factores considerados de risco de alterações posturais em estudantes. Para tal, utilizaram-se o Software para Avaliação Postural e a Versão adaptada do Questionário Nórdico Músculoesquelético. Constataram-se elevadas percentagens de posturas inadequadas. Na posição de pé todos os indivíduos apresentam alterações posturais num ou mais segmentos analisados, sendo que a flexão do tronco é a mais frequente. Já na posição sentada a alteração postural mais frequente é a inclinação da cabeça para o lado direito. Verificou-se ainda que algumas das alterações posturais apresentam uma relação positiva e significativa com os sintomas de lesões músculo-esqueléticas, com alguns factores de risco e sócio-demográficos. A partir dos resultados obtidos, torna-se evidente a necessidade de estabelecer programas de consciencialização para esta problemática, assim como programas de prevenção de desvios posturais.

Efeito agudo do exercício físico na rigidez arterial

Este estudo pretendeu reproduzir uma tarefa da vida diária (marcha com transporte de peso nos membros superiores) realizada de forma rotineira e até aconselhada no contexto da prevenção e reabilitação de patologia cardiovascular, desta forma, teve como objectivo avaliar o efeito agudo de uma sessão de exercício aeróbio associado a exercício isométrico na rigidez arterial em indivíduos jovens. Foram recrutados 14 indivíduos do sexo masculino com média de idade de 30,3±3,6 anos. Foram realizadas duas sessões de exercício com uma semana de intervalo. Em ambas as sessões de exercício, os sujeitos caminharam num tapete rolante a uma velocidade de 5,0 km/h por um período de dez minutos, sendo que, numa das sessões, determinada aleatoriamente, carregaram o equivalente a 10% do seu peso corporal distribuído igualmente pelos dois membros superiores em dois garrafões de água. Avaliou-se em repouso e imediatamente após o exercício, a pressão arterial periférica, a frequência cardíaca e a rigidez arterial. A análise da rigidez arterial foi efectuada na artéria radial do membro superior direito com um sistema transdutor automático de pressão. Os parâmetros reportados neste estudo são a frequência cardíaca, a pressão arterial sistólica e diastólica, a pressão arterial média, a pressão central (aórtica) sistólica, a pressão de pulso central, a pressão de aumentação e o índice de aumentação a 75 bmp (Aix@75). Em repouso, não se verificaram diferenças significativas entre as duas sessões de exercício nos parâmetros avaliados. O principal resultado do presente estudo indica que a rigidez arterial aumenta de forma aguda com a realização de caminhada (exercício aeróbio) apenas quando esta é acompanhada do transporte nos membros superiores de uma carga externa (exercício isométrico) [Aix@75: -5.5(8.4) para -1.36(8.17)%, p<0.05]. Relativamente ao protocolo exclusivamente aeróbio não se verificaram diferenças significativas na rigidez arterial [Aix@75: -4.2(9.1) para -4.69(7.93)%, p>0.05]. Em conclusão, os resultados do presente estudo indicam que a rigidez arterial, em indivíduos jovens e aparentemente saudáveis, aumenta de forma significativa apenas quando o exercício aeróbio é acompanhado de exercício isométrico de membros superiores com transporte de carga adicional.

Estudo, fabrico e caracterização de painéis sanduíche com núcleos em materiais compósitos de cortiça

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Mecânica

Conceção e construção de um simulador de controlo de vibrações

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Mecânica

Interactions between physical and psychosocial demands of work associated to low back pain

OBJECTIVE: To examine the interaction between physical and psychosocial demands of work associated to low back pain. METHODS: Cross-sectional study carried out in a stratified proportional random sample of 577 plastic industry workers in the metropolitan area of the city of Salvador, Northeast Brazil in 2002. An anonymous standard questionnaire was administered in the workplace by trained interviewers. Physical demands at work were self-rated on a 6-point numeric scale, with anchors at each end of the scale. Factor analysis was carried out on 11 physical demand variables to identify underlying factors. Psychosocial work demands were measured by demand, control and social support questions. Multivariate analysis was performed using the likelihood ratio test. RESULTS: The factor analysis identified two physical work demand factors: material handling (factor 1) and repetitiveness (factor 2). The multiple logistic regression analysis showed that factor 1 was positively associated with low back pain (OR=2.35, 95% CI 1.50;3.66). No interaction was found between physical and psychosocial work demands but both were independently associated to low back pain. CONCLUSIONS: The study found independent effects of physical and psychosocial work demands on low back pain prevalence and emphasizes the importance of physical demands especially of material handling involving trunk bending forward and trunk rotation regardless of age, gender, and body fitness.

Contribuição para o conhecimento sobre o efeito da utilização de material pozolânico no fabrico de betão

O presente trabalho, realizado no âmbito da Tese de Mestrado, tem como principal objectivo estudar as características pozolânicas dos materiais da zona de Arganil para substituição parcial do cimento Portland com o objectivo de intensificar certas qualidades devido à diminuição da porosidade do betão. Estas qualidades são interessantes quando se procura maior durabilidade. Para tal, foram realizados diversos ensaios para a caracterização física, química e mineralógica dos produtos. Os metacaulinos utilizados foram obtidos de amostras de argila submetidas a calcinação (750oC, durante uma hora), processo que permitiu a desidroxilação quase total da matéria-prima, transformando esta numa fase amorfa e irreversível, com propriedades pozolânicas. São apresentados os resultados dos ensaios de caracterização da matéria-prima, das condições de calcinação e do produto resultante da desidroxilação, nomeadamente a determinação da pozolanicidade e superfície específica e das características fundamentais para a aplicabilidade do produto. Descreve ainda o emprego do metacaulino em betões de resistência convencional. Estudou-se a influência do emprego do metacaulino (15% de substituição de cimento, em massa) na resistência à flexão e à compressão (aos 28 dias) em argamassas e o emprego de metacaulino (10%, 15% e 20% de substituição de cimento, em massa) na resistência à compressão (3, 7 e 28 dias) no betão.

Avaliação comparativa dos efeitos da introdução dos eurocódigos no cálculo sísmico de edifícios de betão armado

Dissertação de natureza Científica para obtenção do grau de Mestre na Área de Especialização de Estruturas

Amarração de plataformas offshore flutuantes com cabos de poliéster

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Estruturas

Consolidating preservative-treated wood: Combined mechanical performance of boron and polymeric products in wood degraded by Coniophora puteana

When timber elements in heritage buildings are moderately degraded by fungi and assuming underlying moisture problems have been solved, two actions can be taken: i) use a biocide to stop fungal activity; ii) consolidate the degraded elements so that the timber keeps on fulfilling its structural and decorative functions. The aim of this work is to investigate the mechanical performance of maritime pine wood degraded by fungi after being treated with a biocide followed by impregnation with a polymer product. Three commercially available products were used: a boron water-based biocide, an acrylic consolidant and an epoxy-based consolidant. Treated and consolidated specimens were subjected to mechanical tests: axial compression test (NP 618), static surface hardness (ISO 3350) and bending test (NP 619). Sets of replicates were subjected to an evaporation ageing test (EN 73) after application of the products and also tested for mechanical behaviour. An increase in mechanical strength was observed for both consolidants with no significant influence from the previous use of biocide product. The specimens subjected to ageing showed a slightly better general mechanical performance.

Optimization study of hybrid spot-welded/bonded single-lap joints

Joining of components with structural adhesives is currently one of the most widespread techniques for advanced structures (e.g., aerospace or aeronautical). Adhesive bonding does not involve drilling operations and it distributes the load over a larger area than mechanical joints. However, peak stresses tend to develop near the overlap edges because of differential straining of the adherends and load asymmetry. As a result, premature failures can be expected, especially for brittle adhesives. Moreover, bonded joints are very sensitive to the surface treatment of the material, service temperature, humidity and ageing. To surpass these limitations, the combination of adhesive bonding with spot-welding is a choice to be considered, adding a few advantages like superior static strength and stiffness, higher peeling and fatigue strength and easier fabrication, as fixtures during the adhesive curing are not needed. The experimental and numerical study presented here evaluates hybrid spot-welded/bonded single-lap joints in comparison with the purely spot-welded and bonded equivalents. A parametric study on the overlap length (LO) allowed achieving different strength advantages, up to 58% compared to spot-welded joints and 24% over bonded joints. The Finite Element Method (FEM) and Cohesive Zone Models (CZM) for damage growth were also tested in Abaqus® to evaluate this technique for strength prediction, showing accurate estimations for all kinds of joints.

Characterization of cleaners accidents in the Portuguese service sector

This paper characterizes work accidents at Portuguese industrial cleaning companies, operating in the service sector, through the application of ESAW methodology. Data was codified based on the analysis of 748 accident claims to insurance companies (number of days lost 1 working day) in 3 large industrial cleaning companies for the period 2001-2003. Slipping and falling in the same level was the main deviation from the normal working process in the moment of the accident (in 25% of the accidents); uncoordinated movements was the second cause of accidents (14%); falls of persons to a lower level was the third cause of accidents (~10%), including falls from stairs (~7%) and falls from ladders and mobile ladders (~2%); globally, body movement under or with physical stress, including lifting, carrying, putting down, bending down, twisting, turning, trading badly, twisting leg or ankle and slipping without falling, were the cause in 17% of the accidents. Lower limbs were injured in ~25% of the accidents, hand and fingers in ~14%, the eye in ~4% and the back in ~9% of the accidents. An incidence rate of 3,580 accidents/100,000 employees was found to the sector (2003 data).

Drilling delamination outcomes on glass and sisal reinforced plastics

Nowadays, fibre reinforced plastics are used in a wide variety of applications. Apart from the most known reinforcement fibres, like glass or carbon, natural fibres can be seen as an economical alternative. However, some mistrust is yet limiting the use of such materials, being one of the main reasons the inconsistency normally found in their mechanical properties. It should be noticed that these materials are more used for their low density than for their high stiffness. In this work, two different types of reinforced plates were compared: glass reinforced epoxy plate and sisal reinforced epoxy plate. For material characterization purposes, tensile and flexural tests were carried out. Main properties of both materials, like elastic modulus, tensile strength or flexural modulus, are presented and compared with reference values. Afterwards, plates were drilled under two different feed rates: low and high, with two diverse tools: twist and brad type drill, while cutting speed was kept constant. Thrust forces during drilling were monitored. Then, delamination area around the hole was assessed by using digital images that were processed using a computational platform previously developed. Finally, drilled plates were mechanically tested for bearing and open-hole resistance. Results were compared and correlated with the measured delamination. Conclusions contribute to the understanding of natural fibres reinforced plastics as a substitute to glass fibres reinforced plastics, helping on cost reductions without compromising reliability, as well as the consequence of delamination on mechanical resistance of this type of composites.

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.

Drilling of fibre reinforced plastic laminates

The use of fibre reinforced plastics – FRP’s – in structures is under a considerable increase. Advantages of their use are related with their low weight, high strength and stiffness. The improvement of the dynamic characteristics has been profitable for aeronautics, automobile, railway, naval and sporting goods industries. Drilling is a widely used machining technique as it is needed to assemble parts in a structure. This is a unique machining process, characterized by the existence of two different mechanisms: extrusion by the drill chisel edge and cutting by the rotating cutting lips. Drilling raises particular problems that can reduce mechanical and fatigue strength of the parts. In this work, quasi-isotropic hybrid laminates with 25% of carbon fibre reinforced plies and 4 mm thickness are produced, tested and drilled. Three different drill geometries are compared. Results considered are the interlaminar fracture toughness in Mode I – GIc –, thrust force during drilling and delamination extent after drilling. A bearing test is performed to evaluate tool influence on the load carrying capacity of the plate. Results consider the influence of drill geometry on delamination. A correlation linking plate damage to bearing test results is presented.