Strengthening timber beams with near surface mounted carbon fiber reinforced polymer rods

Many timber structures may require strengthening due to either decay and aging or an increase of load. This paper presents an experimental study in which eleven timber beams were tested, including three unstrengthened reference beams and eight beams strengthened with NSM CFRP bars. The test parameters include the position of NSM (tensile face or the bottom of the sides), the number of CFRP bars (1 or 2), and additional anchorage of NSM CFRP bars (steel wire U anchors or CFRP U strips). The test results show that the ultimate flexural strength of the timber beams were increased by 14%∼85% with an average of 47% due to NSM CFRP bar strengthening. Their deflection corresponding to the peak load was increased by 33% in average.

Effects of unconfined concrete strength on FRP confinement of concrete

Research has shown that fibre reinforced polymer (FRP) wraps are effective for strengthening concrete columns for increased axial and flexural load and deformation capacity, and this technique is now used around the world. The experimental study presented in this paper is focused on the mechanics of FRP confined concrete, with a particular emphasis on the influence of the unconfined concrete compressive strength on confinement effectiveness and hoop strain efficiency. An experimental programme was undertaken to study the compressive strength and stress-strain behaviour of unconfined and FRP confined concrete cylinders of different concrete strength but otherwise similar mix designs, aggregates, and constituents. This was accomplished by varying only the water-to-cement ratio during concrete mixing operations. Through the use of high-resolution digital image correlation to measure both axial and hoop strains, the observations yield insights into the mechanics of FRP confinement of concretes of similar composition but with varying unconfined concrete compressive strength.

Shape Memory Alloy Features for Seismic Retrofitting of External RC Beam-Column Joint

Shape memory alloys (SMAs) have the ability to undergo large deformations with minimum residual strain and also the extraordinary ability to undergo reversible hysteretic shape change known as the shape memory effect. The shape memory effect of these alloys can be utilised to develop a convenient way of actively confining concrete sections to improve their shear strength, flexural ductility and ultimate strain capacity. Most of the previous work on active confinement of concrete using SMA has been carried out on circular sections. In this study retrofitting strategies for active confinement of non-circular sections have been proposed. The proposed schemes presented in this paper are conceived with an aim to seismically retrofit a beam-column joint in non-seismically designed reinforced concrete buildings.

The complex material behaviour of SMAs depends on number of parameters. Depending upon the alloying elements, SMAs exhibit different behaviour in different conditions and are highly sensitive to variation in temperature, phase in which it is used, loading pattern, strain rate and pre-strain conditions. Therefore, a detailed discussion on the behaviour of SMAs under different thermo-mechanical conditions is presented first in this paper.

A Simplified Method for Ductility Calculation in RC Jacketed Columns

Reinforced concrete (RC) jacketing is a common method to retrofit existing columns with poor structural performance. It can be applied in two different ways: if the continuity of the jacket is ensured, the axial load of the column can be transferred to the jacket, which will be directly loaded; conversely, if no continuity is provided, the jacket induces only confinement action. In both cases the strength and ductility evaluation is rather complex, due to the different physical phenomena included, such as confinement, composite action core-jacket, preload, buckling of longitudinal bars.
Although different theoretical studies have been carried out to calculate the confinement effects, a practical approach to evaluate the flexural capacity and ductility is still missing. The calculation of these quantities is often related to the use of commercial computer programs, taking advantage of numerical methods such as fiber method or finite element method.
This paper presents a simplified approach to calculate the flexural strength and ductility of square RC jacketed sections subjected to axial load and bending moment. In particular the proposed approach is based on the calibration of the stress-block parameters including the confinement effect. Equilibrium equations are determined and buckling of longitudinal bars is modeled with a suitable stress-strain law. Moment-curvature curves are derived with simple calculations. Finally, comparisons are made with numerical analyses carried out with the code OpenSees and with experimental data available in the literature, showing good agreement.

Shape stabilised phase change materials based on a high melt viscosity HDPE and paraffin waxes

Shape stabilised phase change materials (SSPCMs) based on a high density poly(ethylene)(hv-HDPE) with high (H-PW, Tm = 56–58 °C) and low (L-PW, Tm = 18–23 °C) melting point paraffin waxes were readily prepared using twin-screw extrusion. The thermo-physical properties of these materials were assessed using a combination of techniques and their suitability for latent heat thermal energy storage (LHTES) assessed. The melt processing temperature (160 °C) of the HDPE used was well below the onset of thermal decomposition of H-PW (220 °C), but above that for L-PW (130 °C), although the decomposition process extended over a range of 120 °C and the residence time of L-PW in the extruder was <30 s. The SSPCMs prepared had latent heats up to 89 J/g and the enthalpy values for H-PW in the respective blends decreased with increasing H-PW loading, as a consequence of co-crystallisation of H-PW and hv-HDPE. Static and dynamic mechanical analysis confirmed both waxes have a plasticisation effect on this HDPE. Irrespective of the mode of deformation (tension, flexural, compression) modulus and stress decreased with increased wax loading in the blend, but the H-PW blends were mechanically superior to those with L-PW.

Effect of poly ethylene glycol on the mechanical and thermal properties of bioactive Poly (ε–caprolactone) melt extrudates for pharmaceutical applications

This paper investigates the effects of polyethylene glycol (PEG), on the mechanical and thermal properties of nalidixic acid/ploy ε-caprolactone (NA)/PCL blends prepared by hot melt extrusion. The blends were characterized by tensile and flexural analysis, dynamic mechanical analysis, differential scanning calorimetry, thermogravimetric analysis and X-ray diffraction. Experimental data indicated that the addition of NA caused loss of the tensile strength and toughness of PCL. Thermal analysis of the PCL showed that on addition of the thermally unstable NA, thermal degradation occurred early and was autocatalytic. However, the NA did benefit from the heat shielding provided by the PCL matrix resulting in more thermally stable NA particles. Results show that loading PEG in the PCL had a detrimental effect on the tensile strength and toughness of the blends, reducing them by 20-40%. The partial miscibility of the PCL-PEG system, causes an increase in Tg. While increases in the crystallinity is attributed to the plasticisation effect of PEG and the nucleation effect of NA. The average crystal size increased by 8% upon PEG addition.

Strength and ductility of RC jacketed columns: a simplified analytical method

Reinforced concrete (RC) jacketing is a common method for retrofitting existing columns with poor structural performance. It can be applied in two different ways: if the continuity of the jacket is ensured, the axial load of the column can be transferred to the jacket, which will be directly loaded; conversely, if no continuity is provided, the jacket will induce only confinement action. In both cases the strength and ductility evaluation is rather complex, due to the different physical phenomena included, such as confinement, core-jacket composite action, preload and buckling of longitudinal bars.
Although different theoretical studies have been carried out to calculate the confinement effects, a practical approach to evaluate the flexural capacity and ductility is still missing. The calculation of these quantities is often related to the use of commercial software, taking advantage of numerical methods such as fibre method or finite element method.
This paper presents a simplified approach to calculate the flexural strength and ductility of square RC jacketed sections subjected to axial load and bending moment. In particular the proposed approach is based on the calibration of the stress-block parameters including the confinement effect. Equilibrium equations are determined and buckling of longitudinal bars is modelled with a suitable stress-strain law. Moment-curvature curves are derived with simple calculations. Finally, comparisons are made with numerical analyses carried out with the code OpenSees and with experimental data available in the literature, showing good agreement.

Hidrogeomorfologia e sustentabilidade de recursos hídricos subterrâneos

A água subterrânea de rochas duras é uma fonte importante para fins domésticos, industriais e agrícolas e mesmo para o consumo humano. A geologia, a tectónica, a geomorfologia e as características hidrológicas controlam o fluxo, ocorrência e armazenamento das águas subterrâneas. A disponibilidade da água subterrânea no meio geológico está totalmente dependente das áreas de recarga e de descarga numa determinada bacia. A precipitação é a principal fonte de recarga em aquíferos descontínuos, enquanto que a descarga depende dos declives do terreno e dos gradientes do nível hidrostático e ainda das condições hidrogeológicas do solo. A hidrogeomorfologia é um domínio interdisciplinar emergente, que estuda as relações entre as unidades geomorfológicas e o regime das águas superficiais e subterrâneas de uma determinada área. A compreensão do papel da geomorfologia é essencial para avaliar de forma rigorosa os sistemas hidrogeológicos e os recursos hídricos. Os dados de detecção remota providenciam uma informação espacial valiosa e actualizada da superfície terrestre e dos recursos naturais. Os recentes avanços tecnológicos colocaram as técnicas de detecção remota e os sistemas de informação geográfica (SIG) numa posição cimeira como ferramentas de gestão metodológica. Foi criada, em ambiente SIG, uma base de geo-dados, essencialmente derivada da detecção remota, da cartografia e do trabalho de campo. Esta base de dados, organizada em diferentes níveis de informação, inclui uma avaliação principalmente focalizada no uso do solo, climatologia, declives, geologia, geomorfologia e hidrogeologia. No presente estudo foram cruzados diversos níveis de informação, com a geração de múltiplos mapas temáticos para atingir um quadro integrado dos diversos sectores no Norte e Centro de Portugal. Os sectores em estudo (Caldas da Cavaca, Termas de Entre-os-Rios, Águas de Arouca e Águas do Alardo) estão localizados em sistemas hidrogeológicos predominantemente constituídos por rochas graníticas, por vezes intersectadas por filões de quartzo, aplito-pegmatíticos e doleríticos. Para apoiar a elaboração dos mapas hidrogeomorfológicos foi criada uma base SIG, contendo diversa informação, nomeadamente topografia, hidrografia, litologia, tectónica, morfoestrutura, hidrogeologia, geofísica e uso do solo. Além disso, foram realizadas várias campanhas de campo, as quais permitiram: o estabelecimento dum mapeamento geológico, geomorfológico e hidrogeológico; a caracterização in situ do grau de alteração, resistência e grau de fracturação dos maciços rochosos; o desenvolvimento de um inventário hidrogeológico em conjunto com alguns ensaios expeditos in situ. A interligação entre os parâmetros geomorfológicos, hidrológicos e hidrogeológicos dos sistemas de água subterrânea “normal” e hidromineral destaca a importância de uma cartografia e duma modelação conceptual hidrogeomorfológica. Além disso, contribuirá para um melhor apoio à decisão na gestão sustentável dos recursos hídricos.

Estratégias de alteração da funcionalidade de proteínas de soja

Este trabalho teve como principal objetivo estudar e modificar as propriedades funcionais das proteínas de soja de forma a otimizar e diversificar a sua aplicação industrial. Para tal, foram propostas e estudadas quatro estratégias: i) extração do isolado de proteínas de soja (IPS) a partir de diferentes matérias-primas, ii) adição de galactomananas (GM) com graus de ramificação e massas moleculares diferentes, iii) hidrólise enzimática controlada das proteínas de soja, iv) processamento por alta pressão hidrostática. O estudo e a interpretação da influência destas estratégias sobre as propriedades funcionais das proteínas de soja, nomeadamente, na capacidade gelificante e emulsionante, foram realizados recorrendo fundamentalmente a ensaios reológicos dinâmicos a baixas deformação, espectroscopia de infravermelho, electroforeses, calorimetria diferencial de varrimento e ensaios de microscopia confocal de varrimento laser. O estudo da extração e caracterização dos isolados de proteínas de soja obtidos a partir de diferentes matérias-primas permitiu concluir que as caraterísticas físico-químicas dos isolados são dependentes da origem da matéria-prima de extração e da severidade dos tratamentos industriais prévios à extração do isolado. Contudo, as propriedades viscoelásticas dos géis obtidos por aquecimento controlado não foram significativamente distintas embora tenha sido possível relacionar o grau de agregação com a diminuição da temperatura de gelificação e com o aumento inicial dos módulos viscoelásticos. As alterações sofridas pelos isolados de origem comercial mostraram ser irreversíveis resultando em géis menos rígidos e com maior caráter viscoso. A adição de galactomanana alterou significativamente o mecanismo de gelificação induzido termicamente das proteínas de soja, bem como as propriedades viscoelásticas dos géis e a microestrutura dos géis, demonstrando-se a ocorrência de separação de fases, em virtude da incompatibilidade termodinâmica entre os biopolímeros, resultando em géis mais rígidos e no decréscimo da temperatura de gelificação. A extensão destas alterações foi dependente da massa molecular, grau de ramificação e da razão IPS/GM. O efeito da hidrólise enzimática por ação da bromelina, nas propriedades gelificantes e emulsionantes das proteínas de soja, mostrou ser dependente do grau de hidrólise (GH). Valores de GH inferiores a 15 % melhoraram as propriedades gelificantes das proteínas de soja. Por outro lado, o aumento do GH teve um efeito negativo nas propriedades emulsionantes, o qual foi atenuado por adição da goma de alfarroba, com efeito positivo na gelificação das proteínas de soja. A concentração crítica limite de compatibilidade entre os hidrolisados de proteína de soja e a goma de alfarroba aumentou com o decréscimo do GH e da massa molecular do polissacacrídeo. O efeito da AP sobre as propriedades físico-químicas e funcionais dos IPS foi influenciado pela origem do isolado e pelas condições de tratamento. O processamento até 100 MPa desencadeou um aumento da atividade emulsionante e considerável melhoria da capacidade gelificante. Contudo, valores de pressão superiores promoveram a desnaturação das proteínas constituintes dos isolados, resultando no decréscimo da temperatura de gelificação e numa re-associação das subunidades proteicas, diminuindo a elasticidade dos géis finais. Os resultados sugeriram que as alterações nas proteínas de soja promovidas durante o tratamento por AP constituem um fator limitante para o desdobramento e re-associação durante o aquecimento térmico, necessários para a formação e fortalecimento de gel formado. O processamento por AP influenciou a estrutura secundária e a microestrutura das amostras. A presença de GA teve um papel baroprotetor. Assim, com este trabalho demonstrou-se que com as estratégias seguidas para manipulação das propriedades funcionais de proteínas de soja, nomeadamente através da adição de um polissacarídeo com propriedades estruturais controladas, da adequada combinação da adição de um polissacarídeo neutro com a hidrólise controlada das proteínas ou com tratamento por alta pressão, é possível a criação de novas funcionalidades, com utilidade no desenvolvimento de novas formulações alimentares, permitindo expandir a aplicação destas proteínas vegetais.

Shear behaviour of steel-fibre-reinforced concrete simply supported beams

The structural behaviour of steel-fibre-reinforced concrete beams was studied using non-linear finite-element analysis and existing experimental data. The work aim was to examine the potential of using steel fibres to reduce the amount of conventional transverse steel reinforcement without compromising ductility and strength requirements set out in design codes. To achieve this, the spacing between shear links was increased while steel fibres were added as a substitute. Parametric studies were subsequently carried out and comparisons were also made with BS EN 1992-1-1 predictions. It was concluded that the addition of steel fibres enhanced the load-carrying capacity and also altered the failure mode from a brittle shear mode to a flexural ductile one. The provision of fibres also improved ductility. However, interestingly it was found that adding excessive amounts of fibres led to a less-ductile response. Overall, the study confirmed the potential for fibres to compensate for a reduction in conventional shear reinforcement.

Low-Carbon Cement with Waste Oil-Cracking Catalyst Incorporation

The present paper shows preliminary results of an ongoing project which one of the goals is to investigate the viability of using waste FCC catalyst (wFCC), originated from Portuguese oil refinery, to produce low carbon blended cements. For this purpose, four blended cements were produced by substituting cement CEM I 42.5R up to 20% (w/w) by waste FCC catalyst. Initial and final setting times, consistency of standard paste, soundness and compressive strengths after 2, 7 and 28 days were measured. It was observed that the wFCC blended cements developed similar strength, at 28 days, compared to the reference cement, CEM I 42.5R. Moreover, cements with waste FCC catalyst incorporation up to 15% w/w meet European Standard EN 197-1 specifications for CEM II/A type cement, in the 42.5R strength class.

Efetividade do conceito de Mulligan comparativamente ao exercício terapêutico supervisionado na diminuição da dor no ombro em atletas de Polo Aquático

Introdução: A aplicação das técnicas de Mulligan têm como objetivo reduzir a dor, aumentar as amplitudes articulares e melhorar a funcionalidade, assim como sobre a aplicação de um programa exercícios supervisionados ao complexo articular do ombro. O propósito de um programa de exercícios do ombro pode ser dirigido para o alívio da dor, para o equilíbrio e aumento da força muscular, assim como para restabelecer sem dor as amplitudes articulares de movimento. Objetivos: Este estudo teve como objectivo comparar a eficácia do conceito de Mulligan com um programa de exercícios terapêuticos na diminuição da dor no ombro em atletas de Polo Aquático. Métodos: Realizou-se um estudo quase-experimental, sendo a amostra composta por 13 atletas do sexo masculino e 11 atletas do sexo feminino, que apresentavam dor na região do ombro, com idades compreendidas entres os 19 e os 32 anos de idade (n=24). Foi aplicado um questionário para a recolha da informação relativa à caracterização do atleta e á presença de dor. A avaliação foi realizada em diversos momentos, nomeadamente avaliação pré tratamento, avaliação pós primeira, segunda e terceira semana de tratamento, utilizando o instrumento EVA. Estatística: Procedeu-se à análise estatística descritiva e recorreu-se ao teste de Willcoxon, Teste T para testar associação entre a intensidade da dor e os diferentes momentos da avaliação da dor, a Teste de Willcoxon para testar associação entre a intensidade da dor entre os diferentes momentos de avaliação. Foi usado um nível de significância de 0,05. Resultados: Os resultados demonstram que nos dois grupos os atletas tiveram diminuição da intensidade da dor no ombro, embora se tenha verificado que a intervenção com MVM produz resultados mais rápidos e eficazes na diminuição da intensidade da dor, comparativamente á intervenção com exercícios terapêuticos supervisionados em atletas de Polo Aquático com dor no ombro. Conclusão: A intervenção com mobilização com movimento teve maior eficácia na diminuição intensidade da dor comparativamente á intervenção com exercícios terapêuticos supervisionados em atletas com dor no ombro.

An integrated recycling approach for GFRP pultrusion wastes: recycling and reuse assessment into new composite materials using Fuzzy Boolean Nets

In this study, efforts were made in order to put forward an integrated recycling approach for the thermoset based glass fibre reinforced polymer (GPRP) rejects derived from the pultrusion manufacturing industry. Both the recycling process and the development of a new cost-effective end-use application for the recyclates were considered. For this purpose, i) among the several available recycling techniques for thermoset based composite materials, the most suitable one for the envisaged application was selected (mechanical recycling); and ii) an experimental work was carried out in order to assess the added-value of the obtained recyclates as aggregates and reinforcement replacements into concrete-polymer composite materials. Potential recycling solution was assessed by mechanical behaviour of resultant GFRP waste modified concrete-polymer composites with regard to unmodified materials. In the mix design process of the new GFRP waste based composite material, the recyclate content and size grade, and the effect of the incorporation of an adhesion promoter were considered as material factors and systematically tested between reasonable ranges. The optimization process of the modified formulations was supported by the Fuzzy Boolean Nets methodology, which allowed finding the best balance between material parameters that maximizes both flexural and compressive strengths of final composite. Comparing to related end-use applications of GFRP wastes in cementitious based concrete materials, the proposed solution overcome some of the problems found, namely the possible incompatibilities arisen from alkalis-silica reaction and the decrease in the mechanical properties due to high water-cement ratio required to achieve the desirable workability. Obtained results were very promising towards a global cost-effective waste management solution for GFRP industrial wastes and end-of-life products that will lead to a more sustainable composite materials industry.

Re-use assessment of thermoset composite wastes as aggregate and filler replacement for concrete-polymer composite materials: a case study regarding GFRP pultrusion wastes

Glass fibre-reinforced plastics (GFRP), nowadays commonly used in the construction, transportation and automobile sectors, have been considered inherently difficult to recycle due to both the cross-linked nature of thermoset resins, which cannot be remoulded, and the complex composition of the composite itself, which includes glass fibres, polymer matrix and different types of inorganic fillers. Hence, to date, most of the thermoset based GFRP waste is being incinerated or landfilled leading to negative environmental impacts and additional costs to producers and suppliers. With an increasing awareness of environmental matters and the subsequent desire to save resources, recycling would convert an expensive waste disposal into a profitable reusable material. In this study, the effect of the incorporation of mechanically recycled GFRP pultrusion wastes on flexural and compressive behaviour of polyester polymer mortars (PM) was assessed. For this purpose, different contents of GFRP recyclates (0%, 4%, 8% and 12%, w/w), with distinct size grades (coarse fibrous mixture and fine powdered mixture), were incorporated into polyester PM as sand aggregates and filler replacements. The effect of the incorporation of a silane coupling agent was also assessed. Experimental results revealed that GFRP waste filled polymer mortars show improved mechanical behaviour over unmodified polyester based mortars, thus indicating the feasibility of GFRP waste reuse as raw material in concrete-polymer composites.

Sustainable waste recycling solution for the glass fibre reinforced polymer composite materials industry

In this paper the adequacy and the benefit of incorporating glass fibre reinforced polymer (GFRP) waste materials into polyester based mortars, as sand aggregates and filler replacements, are assessed. Different weight contents of mechanically recycled GFRP wastes with two particle size grades are included in the formulation of new materials. In all formulations, a polyester resin matrix was modified with a silane coupling agent in order to improve binder-aggregates interfaces. The added value of the recycling solution was assessed by means of both flexural and compressive strengths of GFRP admixed mortars with regard to those of the unmodified polymer mortars. Planning of experiments and data treatment were performed by means of full factorial design and through appropriate statistical tools based on analyses of variance (ANOVA). Results show that the partial replacement of sand aggregates by either type of GFRP recyclates improves the mechanical performance of resultant polymer mortars. In the case of trial formulations modified with the coarser waste mix, the best results are achieved with 8% waste weight content, while for fine waste based polymer mortars, 4% in weight of waste content leads to the higher increases on mechanical strengths. This study clearly identifies a promising waste management solution for GFRP waste materials by developing a cost-effective end-use application for the recyclates, thus contributing to a more sustainable fibre-reinforced polymer composites industry.