Mechanical behaviour analysis of polyester polymer mortars modified with recycled GFRP waste materials

In this study the effect of incorporation of recycled glass-fibre reinforced polymer (GFRP) waste materials, obtained by means of milling processes, on mechanical behaviour of polyester polymer mortars was assessed. For this purpose, different contents of recycled GFRP waste powder and fibres, with distinct size gradings, were incorporated into polyester based mortars as sand aggregates and filler replacements. Flexural and compressive loading capacities were evaluated and found better than unmodified polymer mortars. GFRP modified polyester based mortars also show a less brittle behaviour, with retention of some loading capacity after peak load. Obtained results highlight the high potential of recycled GFRP waste materials as efficient and sustainable reinforcement and admixture for polymer concrete and mortars composites, constituting an emergent waste management solution.

New recycling approaches for thermoset polymeric composite wastes – an experimental study on polyester based concrete materials filled with fibre reinforced plastic recyclates

In this study, a new waste management solution for thermoset glass fibre reinforced polymer (GFRP) based products was assessed. Mechanical recycling approach, with reduction of GFRP waste to powdered and fibrous materials was applied, and the prospective added-value of obtained recyclates was experimentally investigated as raw material for polyester based mortars. Different GFRP waste admixed mortar formulations were analyzed varying the content, between 4% up to 12% in weight, of GFRP powder and fibre mix waste. The effect of incorporation of a silane coupling agent was also assessed. Design of experiments and data treatment was accomplished through implementation of full factorial design and analysis of variance ANOVA. Added value of potential recycling solution was assessed by means of flexural and compressive loading capacity of GFRP waste admixed mortars with regard to unmodified polymer mortars. The key findings of this study showed a viable technological option for improving the quality of polyester based mortars and highlight a potential cost-effective waste management solution for thermoset composite materials in the production of sustainable concrete-polymer based products.

Hybrid thermoset polymeric composites – an Innovation towards sustainability

In this study, a new waste management solution for thermoset glass fibre reinforced polymer (GFRP) based products was assessed. Mechanical recycling approach, with reduction of GFRP waste to powdered and fibrous materials was applied, and the prospective added-value of obtained recyclates was experimentally investigated as raw material for polyester based mortars. Different GFRP waste admixed mortar formulations were analyzed varying the content, between 4% up to 12% in weight, of GFRP powder and fibre mix waste. The effect of incorporation of a silane coupling agent was also assessed. Design of experiments and data treatment was accomplished through implementation of full factorial design and analysis of variance ANOVA. Added value of potential recycling solution was assessed by means of flexural and compressive loading capacity of GFRP waste admixed mortars with regard to unmodified polymer mortars. The key findings of this study showed a viable technological option for improving the quality of polyester based mortars and highlight a potential cost-effective waste management solution for thermoset composite materials in the production of sustainable concrete-polymer based products.

Recycling of pultrusion production waste into innovative concrete-polymer composite solutions

In this study, the added value resultant from the incorporation of pultrusion production waste into polymer based concretes was assessed. For this purpose, different types of thermoset composite scrap material, proceeding from GFRP pultrusion manufacturing process, were mechanical shredded and milled into a fibrous-powdered material. Resultant GFRP recyclates, with two different size gradings, were added to polyester based mortars as fine aggregate and filler replacements, at various load contents between 4% up to 12% in weight of total mass. Flexural and compressive loading capacities were evaluated and found better than those of unmodified polymer mortars. Obtained results highlight the high potential of recycled GFRP pultrusion waste materials as efficient and sustainable admixtures for concrete and mortar-polymer composites, constituting an emergent waste management solution.

Experimental study on polyester based concretes filled with glass fibre reinforced plastic recyclates – a contribution to composite materials sustainability

The development and applications of thermoset polymeric composites, namely fibre reinforced plastics (FRP), have shifted in the last decades more and more into the mass market [1]. Despite of all advantages associated to FRP based products, the increasing production and consume also lead to an increasing amount of FRP wastes, either end-of-lifecycle products, or scrap and by-products generated by the manufacturing process itself. Whereas thermoplastic FRPs can be easily recycled, by remelting and remoulding, recyclability of thermosetting FRPs constitutes a more difficult task due to cross-linked nature of resin matrix. To date, most of the thermoset based FRP waste is being incinerated or landfilled, leading to negative environmental impacts and supplementary added costs to FRP producers and suppliers. This actual framework is putting increasing pressure on the industry to address the options available for FRP waste management, being an important driver for applied research undertaken cost efficient recycling methods. [1-2]. In spite of this, research on recycling solutions for thermoset composites is still at an elementary stage. Thermal and/or chemical recycling processes, with partial fibre recovering, have been investigated mostly for carbon fibre reinforced plastics (CFRP) due to inherent value of carbon fibre reinforcement; whereas for glass fibre reinforced plastics (GFRP), mechanical recycling, by means of milling and grinding processes, has been considered a more viable recycling method [1-2]. Though, at the moment, few solutions in the reuse of mechanically-recycled GFRP composites into valueadded products are being explored. Aiming filling this gap, in this study, a new waste management solution for thermoset GFRP based products was assessed. The mechanical recycling approach, with reduction of GFRP waste to powdered and fibrous materials was applied, and the potential added value of obtained recyclates was experimentally investigated as raw material for polyester based mortars. The use of a cementless concrete as host material for GFRP recyclates, instead of a conventional Portland cement based concrete, presents an important asset in avoiding the eventual incompatibility problems arisen from alkalis silica reaction between glass fibres and cementious binder matrix. Additionally, due to hermetic nature of resin binder, polymer based concretes present greater ability for incorporating recycled waste products [3]. Under this scope, different GFRP waste admixed polymer mortar (PM) formulations were analyzed varying the size grading and content of GFRP powder and fibre mix waste. Added value of potential recycling solution was assessed by means of flexural and compressive loading capacities of modified mortars with regard to waste-free polymer mortars.

A straightforward method to obtain the cohesive laws of bonded joints under mode I loading

A simple procedure to measure the cohesive laws of bonded joints under mode I loading using the double cantilever beam test is proposed. The method only requires recording the applied load–displacement data and measuring the crack opening displacement at its tip in the course of the experimental test. The strain energy release rate is obtained by a procedure involving the Timoshenko beam theory, the specimen’s compliance and the crack equivalent concept. Following the proposed approach the influence of the fracture process zone is taken into account which is fundamental for an accurate estimation of the failure process details. The cohesive law is obtained by differentiation of the strain energy release rate as a function of the crack opening displacement. The model was validated numerically considering three representative cohesive laws. Numerical simulations using finite element analysis including cohesive zone modeling were performed. The good agreement between the inputted and resulting laws for all the cases considered validates the model. An experimental confirmation was also performed by comparing the numerical and experimental load–displacement curves. The numerical load–displacement curves were obtained by adjusting typical cohesive laws to the ones measured experimentally following the proposed approach and using finite element analysis including cohesive zone modeling. Once again, good agreement was obtained in the comparisons thus demonstrating the good performance of the proposed methodology.

A physical packing sequence algorithm for the container loading problem with static mechanical equilibrium conditions

The container loading problem (CLP) is a combinatorial optimization problem for the spatial arrangement of cargo inside containers so as to maximize the usage of space. The algorithms for this problem are of limited practical applicability if real-world constraints are not considered, one of the most important of which is deemed to be stability. This paper addresses static stability, as opposed to dynamic stability, looking at the stability of the cargo during container loading. This paper proposes two algorithms. The first is a static stability algorithm based on static mechanical equilibrium conditions that can be used as a stability evaluation function embedded in CLP algorithms (e.g. constructive heuristics, metaheuristics). The second proposed algorithm is a physical packing sequence algorithm that, given a container loading arrangement, generates the actual sequence by which each box is placed inside the container, considering static stability and loading operation efficiency constraints.

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.

O impacto do uso da tala nocturna na funcionalidade do indivíduo com síndrome do túnel carpiano

A síndrome do túnel carpiano (STC) é considerada a neuropatia compressiva mais comum na população. É causada pela compressão directa sobre o nervo mediano no interior do túnel carpiano, que origina parestesias, dor na mão e disfunção muscular. Como consequência destes sintomas, os indivíduos vêem comprometida a sua funcionalidade ao nível das ocupações e, por consequência, alterado o seu desempenho ocupacional. Este trabalho tem como objectivo principal verificar de que forma a utilização da tala nocturna influencia a funcionalidade do indivíduo com STC. Concomitantemente pretende-se definir em que medida alterações das forças de preensão palmar e de pinças se relaciona com o uso da tala. Por último, identificar quais as variáveis sócio - demográficas e as que caracterizam a patologia que estão relacionadas com o problema em estudo e aos valores obtidos com as escalas do Boston Carpal Tunnel Questionnaire (BQTC), nos indivíduos dos grupos controlo e experimental. A amostra é constituída por 22 indivíduos no grupo controlo e 24 no grupo experimental, com diagnóstico de STC ligeiro e moderado. Foram aplicados o BCTQ, o dinamómetro e o pinch meter de Jamar. Os resultados deste estudo mostram uma diminuição significativa da sintomatologia da STC, após a aplicação da tala, nos momentos de reavaliação e follow up, (p=0,000 e p=0,004), assim como um aumento significativo da funcionalidade nos dois momentos (p=0,000 e p=0,004). Deste estudo conclui-se que a utilização da tala nocturna beneficia os indivíduos com STC ligeiro e moderado.

Estudo geológico e geotécnico de taludes rochosos em S. Pedro da Afurada (Vila Nova de Gaia): contributos para a avaliação da estabilidade estrutural

Mestrado em Engenharia Geotécnica e Geoambiente

Efetividade da reeducação postural global no tratamento de um caso de lombociatalgia de origem discal

A Reeducação Postural Global (RPG) é um método que promove o alongamento da musculatura estática (tónica), incluindo a intervertebral, que está constantemente em contração, originando grandes forças compressivas sobre o disco intervertebral. Apesar de ser uma modalidade de tratamento muito utilizada, existem poucos estudos que suportem a sua base teórica e a sua efetividade clínica. Objetivo: Avaliar a efetividade do método de RPG no tratamento de um caso de lombociatalgia de origem discal. Métodos: Estudo de caso clínico de um professor de 56 anos de idade, com sintomas de hérnia discal lombar no nível de L4-L5, associada a uma anterolistesis de L5, confirmada por Ressonância Magnética. A avaliação e tratamento centrou-se no método de RPG realizado ao longo de duas sessões. Na primeira sessão foi utilizada uma postura de abertura de coxofemoral em decúbito durante 30 minutos, enquanto que na segunda foi utilizada inicialmente essa postura durante 20 minutos, seguida de uma postura em fechamento de coxofemoral em carga durante 15 minutos. Foram analisados os dados relativos à avaliação postural (inspecção visual), à dor (Escala Visual Analógica), à força muscular dos peroniais e extensores dos dedos (Teste Muscular Manual), à presença de formigueiro e ao reflexo aquiliano antes e depois de cada uma das sessões. Resultados: No final das duas sessões, verificaram-se alterações na avaliação postural, principalmente com a diminuição da hiperlordose lombar e da retroversão dos ilíacos, normalização do reflexo aquiliano e da força muscular, diminuição da sensação de formigueiro e desaparecimento total da dor. Conclusão: Os resultados obtidos neste estudo sugerem que a Reeducação Postural Global foi efectiva no tratamento de um caso de lombociatalgia com origem numa hérnia discal lombar.

Sistema múltiplo de apoio à decisão para a programação de sistemas do tipo Job-Shop

Mestrado em Engenharia Electrotécnica e de Computadores

Cyclotech - contribution to solve the Technetium shortage by using low energy medical cyclotrons

This paper presents work in progress, to develop an efficient and economic way to directly produce Technetium 99metastable (99mTc) using low-energy cyclotrons. Its importance is well established and relates with the increased global trouble in delivering 99mTc to Nuclear Medicine Departments relying on this radioisotope. Since the present delivery strategy has clearly demonstrated its intrinsic limits, our group decided to follow a distinct approach that uses the broad distribution of the low energy cyclotrons and the accessibility of Molybdenum 100 (100Mo) as the Target material. This is indeed an important issue to consider, since the system here presented, named CYCLOTECH, it is not based on the use of Highly Enriched (or even Low Enriched) Uranium 235 (235U), so entirely complying with the actual international trends and directives concerning the use of this potential highly critical material. The production technique is based on the nuclear reaction 100Mo (p,2n) 99mTc whose production yields have already been documented. Until this moment two Patent requests have already been submitted (the first at the INPI, in Portugal, and the second at the USPTO, in the USA); others are being prepared for submission on a near future. The object of the CYCLOTECH system is to present 99mTc to Nuclear Medicine radiopharmacists in a routine, reliable and efficient manner that, remaining always flexible, entirely blends with established protocols. To facilitate workflow and Radiation Protection measures, it has been developed a Target Station that can be installed on most of the existing PET cyclotrons and that will tolerate up to 400 μA of beam by allowing the beam to strike the Target material at an adequately oblique angle. The Target Station permits the remote and automatic loading and discharge of the Targets from a carriage of 10 Target bodies. On other hand, several methods of Target material deposition and Target substrates are presented. The object was to create a cost effective means of depositing and intermediate the target material thickness (25 - 100μm) with a minimum of loss on a substrate that is able to easily transport the heat associated with high beam currents. Finally, the separation techniques presented are a combination of both physical and column chemistry. The object was to extract and deliver 99mTc in the identical form now in use in radiopharmacies worldwide. In addition, the Target material is recovered and can be recycled.

Ensaios geomecânicos em rochas metassedimentares do maciço da Mina das Aveleiras (Mosteiro de Tibães): comparação, potencialidades e limitações

Mestrado em Engenharia Geotécnica e Geoambiente

As características geotécnicas de um maciço como factores preponderantes na planificação e organização de obras de escavação subterrâneas - uma perspectiva sobre a produção

Com o presente documento pretende-se abordar e identificar os diferentes factores que influenciam directamente a produção e execução de uma escavação subterrânea, com especial relevo sobre a influência exercida pela geotecnia do maciço intersectado. Inicialmente são focados os principais aspectos a ter em conta na caracterização geotécnica de um maciço, seguindo-se uma introdução a diferentes métodos de escavação actuais e metodologias de suporte de uma obra subterrânea, com particular realce para os utilizados em maciços brandos. Depois de tratados estes conceitos, é apresentada uma obra subterrânea em execução que foi acompanhada durante 4 meses para efeitos de desenvolvimento deste estudo. Assim, são abordados neste documento diferentes aspectos construtivos, no que diz respeito à mão-de-obra utilizada, metodologias e técnicas aplicadas, redes técnicas auxiliares instaladas, produções e rendimentos verificados. De seguida e de modo a atestar a importância da caracterização geotécnica ao longo da obra, foi feito um estudo do maciço intersectado, relativamente às descontinuidades que o intersectam, litologia, alteração, e resistência à compressão. Para este último parâmetro foram utilizadas técnicas distintas mas complementares, nomeadamente o ensaio de carga pontual (em laboratório), e o esclerómetro portátil (in situ). Por último, tendo em conta os parâmetros e características presentes e as implicações que uma obra do género acarreta, são propostas de modo sucinto, técnicas alternativas de escavação do maciço cuja viabilidade de implementação seja possível no contexto em questão.