Application of NMR RDC’s, relaxation and self-diffusion for the study of dynamic processes of small molecules in solution

Spin-lattice Relaxation, self-Diffusion coefficients and Residual Dipolar Couplings (RDC’s) are the basis of well established Nuclear Magnetic Resonance techniques for the physicochemical study of small molecules (typically organic compounds and natural products with MW < 1000 Da), as they proved to be a powerful and complementary source of information about structural dynamic processes in solution. The work developed in this thesis consists in the application of the earlier-mentioned NMR techniques to explore, analyze and systematize patterns of the molecular dynamic behavior of selected small molecules in particular experimental conditions. Two systems were chosen to investigate molecular dynamic behavior by these techniques: the dynamics of ion-pair formation and ion interaction in ionic liquids (IL) and the dynamics of molecular reorientation when molecules are placed in oriented phases (alignment media). The application of NMR spin-lattice relaxation and self-diffusion measurements was applied to study the rotational and translational molecular dynamics of the IL: 1-butyl-3-methylimidazolium tetrafluoroborate [BMIM][BF4]. The study of the cation-anion dynamics in neat and IL-water mixtures was systematically investigated by a combination of multinuclear NMR relaxation techniques with diffusion data (using by H1, C13 and F19 NMR spectroscopy). Spin-lattice relaxation time (T1), self-diffusion coefficients and nuclear Overhauser effect experiments were combined to determine the conditions that favor the formation of long lived [BMIM][BF4] ion-pairs in water. For this purpose and using the self-diffusion coefficients of cation and anion as a probe, different IL-water compositions were screened (from neat IL to infinite dilution) to find the conditions where both cation and anion present equal diffusion coefficients (8% water fraction at 25 ºC). This condition as well as the neat IL and the infinite dilution were then further studied by 13C NMR relaxation in order to determine correlation times (c) for the molecular reorientational motion using a mathematical iterative procedure and experimental data obtained in a temperature range between 273 and 353 K. The behavior of self-diffusion and relaxation data obtained in our experiments point at the combining parameters of molar fraction 8 % and temperature 298 K as the most favorable condition for the formation of long lived ion-pairs. When molecules are subjected to soft anisotropic motion by being placed in some special media, Residual Dipolar Couplings (RDCs), can be measured, because of the partial alignment induced by this media. RDCs are emerging as a powerful routine tool employed in conformational analysis, as it complements and even outperforms the approaches based on the classical NMR NOE or J3 couplings. In this work, three different alignment media have been characterized and evaluated in terms of integrity using 2H and 1H 1D-NMR spectroscopy, namely the stretched and compressed gel PMMA, and the lyotropic liquid crystals CpCl/n-hexanol/brine and cromolyn/water. The influence that different media and degrees of alignment have on the dynamic properties of several molecules was explored. Different sized sugars were used and their self-diffusion was determined as well as conformation features using RDCs. The results obtained indicate that no influence is felt by the small molecules diffusion and conformational features studied within the alignment degree range studied, which was the 3, 5 and 6 % CpCl/n-hexanol/brine for diffusion, and 5 and 7.5 % CpCl/n-hexanol/brine for conformation. It was also possible to determine that the small molecules diffusion verified in the alignment media presented close values to the ones observed in water, reinforcing the idea of no conditioning of molecular properties in such media.

Avaliação epidemiológica dos internamentos através de um serviço de urgência de segunda linha (SII)

RESUMO: Introdução: A Comissão Nacional para a reestruturação dos Serviços de Saúde Mental em 2004, fez uma proposta de âmbito regional, ao nível da região de Saúde do Norte, levando a uma alteração da rede de referenciação hospitalar dos internamentos em psiquiatria. Métodos: Realizou-se um estudo epidemiológico longitudinal para avaliar factores preditivos de internamento através de um serviço de Urgência de Segunda Linha (SII), que de algum modo reflectisse o funcionamento dos serviços de internamento na região de Saúde do Norte, ao longo de 12 anos, nomeadamente relacionando com factores organizacionais contemplados no Plano Nacional de Saúde Mental e na reorganização da rede de referenciação hospitalar. Resultados: Durante os 12 anos do estudo, verificou-se um aumento estatisticamente significativo do número e duração de internamentos através do SII, com ponto de partida no ano 2008-2009, e de novo a partir do ano 2010-2011 (nº de internamentos), para o qual contribuiu a alteração da rede hospitalar na região de saúde do Norte, nomeadamente pelo facto do HMLemos, assumir a responsabilidade de novo, dos internamentos das áreas de Famalicão, Gondomar e Santa Maria da Feira. Em relação ao número de internamentos, e na análise exploratória, encontramos nas áreas hospitalares fora da área de influência do HMLemos, uma contribuição positiva significativa para o aumento do nº de internamentos ao longo dos anos com os Dx (290, 296, 297, 291, 309). Em relação à área do HMLemos restrita (PVC, STT, Matosinhos, Porto Ocidental), de referir a contribuição positiva significativa dos Dx 309 e 301, para o aumento do número de internamentos ao longo do tempo, sendo que a prevalência maior se mantém relacionada às Psicoses (Dx 295, 296 e 297). Não se concluiu por uma contribuição estatisticamente significativa ( positiva ou negativa), das variáveis independentes idade, sexo ou natureza do internamento em relação à variável dependente ( duração de internamentos/ano). Em relação á variável dependente (nº de internamentos/ano), relativamente aos doentes fora de área de influência do HMLemos, concluiu-se uma contribuição positiva estatisticamente significativa da variável independente idade. Conclusões: Através da análise exploratória foi possível perceber o esforço realizado pelos hospitais no sentido de melhorar a equidade e acessibilidade dos doentes à Saúde Mental, a par da reorganização da rede hospitalar. De destacar a necessidade de encontrar alternativas às situações de internamento, com menos critérios de gravidade diagnóstica, nomeadamente reforçar a importância da criação de consultas de crises nos respectivos Hospitais de Dia dos DPSM.----------------ABSTRACT:Introduction : The National Commission for the restructuring of mental health services in 2004 , has proposed at a regional level ( North Health Region), a change in the network of hospital referrals of admissions in psychiatry. Methods: We conducted a longitudinal epidemiological study to assess predictors of hospitalization through a Second Line Emergency Service ( SII) , that somehow reflect the operation of inpatient services in North Health Region, over 12 years, particularly relating to organizational factors included in the National Mental Health Plan and reorganization of the hospital referral network. Results: During the period of the study, there was a statistically significant increase in the number and duration of hospitalizations through the SII, with starting point in the year 2008-2009 and again from 2010-2011 (number of admissions) , for which counted the change of the hospital network referral in Northern health region , in particular because Hospital Magalhães Lemos (HMLemos) , took the new responsibility of admissions from areas of Famalicão, Gondomar and Santa Maria da Feira . Regarding the number of hospitalizations, in the exploratory analysis , we found in hospital areas outside the area of influence of HMLemos , a significant positive contribution to the increase in number of admissions over the years with Diagnosis of 290, 296, 297, 291 , 309 in the ICD-9. With respect to the restricted area of HMLemos (PVC, STT , Porto Ocidental and Matosinhos) , we found a significant positive contribution of Diagnosis 309 and 301, to increase the number of hospitalizations over time, with higher prevalence rates remaining the psychoses ( Dx 295, 296 and 297 ) . Did not conclude for any statistically significant contribution (positive or negative) of the independent variables age, sex and nature of admission to the dependent variable (duration of hospitalization / year). In relation to the dependent variable (number of admissions / year) relative to patients outside the area of influence of HMLemos, it was found a statistically significant positive contribution of the independent variable age . Conclusions: Through the exploratory analysis, it was possible to see the efforts made by hospitals to improve the accessibility of patients to Mental Health, throughout the hospital network reorganization. Its important to highlight the need to find alternatives to inpatient admissions in those with less gravity diagnostic criteria, reinforcing the importance of creating specific crisis consultations in Day Hospital regime.

Archaeometallurgical study of the Proto-historic collection of Moinhos de Golas (North Portugal): a forecast for technological changes?

This work presents the archaeometallurgical study of a group of metallic artefacts found in Moinhos de Golas site, Vila Real (North of Portugal), that can generically be attributed to Proto-history (1st millennium BC, Late Bronze Age and Iron Age). The collection is composed by 35 objects: weapons, ornaments and tools, and others of difficult classification, as rings, bars and one small thin bent sheet. Some of the objects can typologically be attributed to Late Bronze Age, others are of more difficult specific attribution. The archaeometallurgical study involved x-ray digital radiography, elemental analysis by micro-energy dispersive X-ray fluorescence spectrometry and scanning electron microscopy with energy dispersive spectroscopy, microstructural observations by optical microscopy and scanning electron microscopy. The radiographic images revealed structural heterogeneities frequently related with the degradation of some artefacts and the elemental analysis showed that the majority of the artefacts was produced in a binary bronze alloy (Cu-Sn) (73%), being others produced in copper (15%) and three artefacts in brass (Cu-Zn(-Sn-Pb)). Among each type of alloy there’s certain variability in the composition and in the type of inclusions. The microstructural observations revealed that the majority of the artefacts suffered cycles of thermo-mechanical processing after casting. The diversity of metals/alloys identified was a discovery of great interest, specifically due to the presence of brasses. Their presence can be interpreted as importations related to the circulation of exogenous products during the Proto-history and/or to the deposition of materials during different moments at the site, from the transition of Late Bronze Age/Early Iron Age (Orientalizing period) onwards, as during the Roman period.

Novel ready-to-eat mango product using gellan gum as gelling agent: physico-chemical, microbial and sensory characteristics

Este trabalho foi efectuado com o apoio da Universidade de Lisboa, Instituto Superior de Agronomia com o Centro de Engenharia dos Biossistemas (CEER

Description of continuous data using bar graphs: a misleading approach

INTRODUCTION:With the ease provided by current computational programs, medical and scientific journals use bar graphs to describe continuous data.METHODS:This manuscript discusses the inadequacy of bars graphs to present continuous data.RESULTS:Simulated data show that box plots and dot plots are more-feasible tools to describe continuous data.CONCLUSIONS:These plots are preferred to represent continuous variables since they effectively describe the range, shape, and variability of observations and clearly identify outliers. By contrast, bar graphs address only measures of central tendency. Bar graphs should be used only to describe qualitative data.

Primary cilia and the regulation of hedgehog signaling: link to cardiac development

RESUMO: As células eucarióticas evoluíram um sistema de sinalização complexo que lhes permite responder aos sinais extracelulares e intracelulares. Desta forma, as vias de sinalização são essenciais para a sobrevivência da célula e do organismo, uma vez que regulam processos fundamentais, tais como o desenvolvimento, o crescimento, a imunidade, e a homeostase dos tecidos. A via de transdução de sinal Hedgehog (Hh) envolve o receptor Patched1 (Ptch1), que tem um efeito inibidor sobre a proteína Smoothened (Smo) na ausência dos seus ligandos, as proteínas Sonic hedgehog (Shh). Estas proteínas são reguladores fundamentais do desenvolvimento embrionário, como ilustrado pelas malformações drásticas observadas em embriões humanos e de murganho com perturbações da transdução de sinal da via Hh e que incluem polidactilia, defeitos craniofaciais e malformações ósseas. Igualmente importantes são as consequências da ativação inapropriada da via de sinalização Hh na formação de tumores. Curiosamente, os componentes desta via localizam-se nos cílios primários. Além disso, demonstrou-se que esta localização é crucial para a sinalização através da via Hh. Na presença dos ligandos, Ptch1 é internalizado e destinado a degradação ou sequestrado num compartimento da célula de onde não pode desempenhar o seu papel inibitório. A proteína Arl13b é uma pequena GTPase pertencente à família Arf/Arl da superfamília Ras de pequenas GTPases e foi implicada no síndrome de Joubert, uma ciliopatia caracterizada por ataxia congénita cerebelar, hipotonia, atrso mental e cardiopatia congénita. Murganhos deficientes para Arl13b, chamado hennin (hnn) morrem morrem prematuramente ao dia 13,5 de gestação (E13,5) e exibem anomalias morfológicas nos cílios que levam à interrupção da sinalização Hh. Além disso, a Arl13b está diretamente envolvida na regulação da via Hh, controlando a localização de vários componentes desta via nos cílios primários. Neste trabalho, mostramos que a Arl13b se localiza em circular dorsal ruffles (CDRs), que são estruturas de actina envolvidas em macropinocitose e internalização de recetores, e que regula a sua formação. Além disso, aprofundámos o conhecimento do processo de ativação da via de sinalização Hh, mostrando que as CDRs sequestram seletivamente e internalizam o recetor Ptch1. As CDRs formam-se minutos após ativação da via por ligandos Shh ou pelo agonista de Smo SAG e continuam a ser formadas a partir daí, sugerindo uma indução contínua da reorganização do citoesqueleto de actina quando a via está ativada. Observámos ainda que a inibição da formação de CDRs através do silenciamento de WAVE1, uma proteína necessária para a formação destas estruturas, resulta na diminuição da ativação da via de sinalização Hh. Além disso, o bloqueio da macropinocitose, que se segue ao fecho das CDRs, através do silenciamento de uma proteína necessária para a cisão de macropinossomas, nomeadamente a proteína BARS, tem um efeito semelhante. Estes resultados sugerem que as CDRs e a macropinocitose são necessárias para a ativação da via de sinalização Hh e indicam que esta via de internalização controla os níveis de sinal Hh. Durante o desenvolvimento, as células proliferativas dependem do cílio primário para a transdução de várias vias de sinalização. A via Hh induz a diferenciação do músculo cardíaco. Por conseguinte, os murganhos deficientes na via de sinalização Hh exibem uma variedade de defeitos de lateralidade, incluindo alteração do looping do coração, como pode ser visto em murganhos deficientes para Arl13b. Por conseguinte, investigámos o papel da Arl13b no desenvolvimento do coração. Mostramos que a Arl13b é altamente expressa no coração de embriões de murganho e de murganhos adultos ao nível do mRNA e da proteína. Além disso, o perfil de distribuição da Arl13b no coração segue o dos cílios primários, que são essenciais para o desenvolvimento cardíaco. Corações de murganhos hnn no estadio E12,5 mostram um canal átrio-ventricular aberto, espessamento da camada compacta ventricular e aumento do índice mitótico no ventrículo esquerdo. Além disso, um atraso de 1 a 2 dias no desenvolvimento é observado em corações de murganhos hnn, quando comparados com controlos selvagens no estadio E13,5. Assim, estes resultados sugerem que a Arl13b é necessária para o desenvolvimento embrionário do coração e que defeitos cardíacos podem contribuir para a letalidade embrionária de murganhos hnn. Em suma, foi estabelecido um novo mecanismo para a regulação dos níveis de superfície do recetor Ptch1, que envolve a remodelação do citoesqueleto de actina e a formação de CDRs após a ativação da via de sinalização Hh. Este mecanismo permite um feedback negativo que evita a repressão excessiva da via através da remoção de Ptch1 da superfície da célula. Além disso, determinou-se que uma mutação de perda de função na Arl13b causa defeitos cardíacos durante o desenvolvimento, possivelmente relacionados com a associação dos defeitos em cílios primários e na sinalização Hh, existentes em murganhos deficientes para Arl13b. A via de sinalização Hh tem tido um papel central entre as vias de sinalização, uma vez que a sua regulação é crucial para o funcionamento apropriada da célula. Assim, a descoberta de um novo mecanismo de tráfego através de macropinocitose e CDRs que controla a ativação e repressão da via de sinalização Hh traz novas perspetivas de como esta via pode ser regulada e pode ainda conduzir à identificação de novos alvos e estratégias terapêuticas. --------------------ABSTRACT: Eukaryotic cells have evolved a complex signaling system that allows them to respond to extracellular and intracellular cues. Signaling pathways are essential for cell and organism survival, since they regulate fundamental processes such as development, growth, immunity, and tissue homeostasis. The Hedgehog (Hh) pathway of signal transduction involves the receptor Patched1 (Ptch1), which has an inhibitory effect on Smoothened (Smo) in the absence of its ligands, the Sonic hedgehog (Shh) proteins. These proteins are fundamental regulators of embryonic development, as illustrated by the dramatic malformations seen in human and mouse embryos with perturbed Hh signal transduction that include polydactyly, craniofacial defects and skeletal malformations. Equally important are the consequences of inappropriate activation of the Hh signaling response in tumor formation. Interestingly, the components of this pathway localize to primary cilia. Moreover, it has been shown that this localization is crucial for Hh signaling. However, in the presence of the ligands, Ptch1 is internalized and destined for degradation or sequestered in a cell compartment where it no longer can play its inhibitory role. ADP-ribosylation factor-like (Arl) 13b, a small GTPase belonging to Arf/Arl family of the Ras superfamily of small GTPases has been implicated in Joubert syndrome, a ciliopathy characterized by congenital cerebellar ataxia, hypotonia, intellectual disability and congenital heart disease. Arl13b-deficient mice, called hennin (hnn) die at embryonic day 13.5 (E13.5) and display morphological abnormalities in primary cilia that lead to the disruption of Hh signaling. Furthermore, Arl13b is directly involved in the regulation of Hh signaling by controlling the localization of several components of this pathway to primary cilia. Here, we show that Arl13b localizes to and regulates the formation of circular dorsal rufles (CDRs), which are actin-basedstructures known to be involved in macropinocytosis and receptor internalization. Additionally, we extended the knowledge of the Hh signaling activation process by showing that CDRs selectively sequester and internalize Ptch1 receptors. CDRs are formed minutes after Hh activation by Shh ligands or the Smo agonist SAG and keep being formed thereafter, suggesting a continuous induction of actin reorganization when the pathway is switched on. Importantly, we observed that disruption of CDRs by silencing WAVE1, a protein required for CDR formation, results in down-regulation of Hh signaling activation. Moreover, the blockade of macropinocytosis, which follows CDR closure, through silencing of a protein necessary for the fission of macropinosomes, namely BARS has a similar effect. These results suggest that CDRs and macropinocytosis are necessary for activation of Hh signaling and indicate that this pathway of internalization controls Hh signal levels. During development, proliferating cells rely on the primary cilium for the transduction of several signaling pathways. Hh induces the differentiation of cardiac muscle. Accordingly, Hh-deficient mice display a variety of laterality defects, including alteration of heart looping, as seen in Arl13b-deficient mice. Therefore, we investigated the role of Arl13b in heart development. We show that Arl13b is highly expressed in the heart of both embryonic and adult mice at mRNA and protein levels. Also, Arl13b localization profile mimics that of primary cilia, which have been shown to be essential to early heart development. E12.5 hnn hearts show an open atrioventricular channel, increased thickening of the ventricular compact layer and increased mitotic index in the left ventricle. Moreover, a delay of 1 to 2 days in development is observed in hnn hearts, when compared to wild-type controls at E13.5. Hence, these results suggest that Arl13b is necessary for embryonic heart development and that cardiac defects might contribute to the embryonic lethality of hnn mice. Altogether, we established a novel mechanism for the regulation of Ptch1 surface levels, involving cytoskeleton remodeling and CDR formation upon Hh signaling activation. This mechanism allows a negative feedback loop that prevents excessive repression of the pathway by removing Ptch1 from the cell surface. Additionally, we determined that the Arl13b loss-offunction mutation causes cardiac defects during development, possibly related to the associated ciliary and Hh signaling defects found in Arl13b-deficient mice. Hh signaling has taken a center stage among the signaling pathways since its regulation is crucial for the appropriate output and function of the cell. Hence, the finding of a novel trafficking mechanism through CDRs and macropinocytosis that controls Hh signaling activation and repression brings new insights to how this pathway can be regulated and can lead to the discovery of novel therapeutic targets and strategies.

Numerical simulation of galvanized rebars pullout

The usage of rebars in construction is the most common method for reinforcing plain concrete and thus bridging the tensile stresses along the concrete crack surfaces. Usually design codes for modelling the bond behaviour of rebars and concrete suggest a local bond stress – slip relationship that comprises distinct reinforcement mechanisms, such as adhesion, friction and mechanical anchorage. In this work, numerical simulations of pullout tests were performed using the finite element method framework. The interaction between rebar and concrete was modelled using cohesive elements. Distinct local bond laws were used and compared with ones proposed by the Model Code 2010. Finally an attempt was made to model the geometry of the rebar ribs in conjunction with a material damaged plasticity model for concrete.

A FEM-based model to study the behaviour of corroded RC beams shear repaired by NSM CFRP rods technique

This paper presents the main features of finite element FE numerical model developed using the computer code FEMIX to predict the near-surface mounted NSM carbon-fiber-reinforced polymer CFRP rods shear repair contribution to corroded reinforced concrete RC beams. In the RC beams shear repaired with NSM technique, the Carbon Fibre Reinforced Polymer (CFRP) rods are placed inside pre-cut grooves onto the concrete cover of the RC beam’s lateral faces and are bonded to the concrete with high epoxy adhesive. Experimental and 3D numerical modelling results are presented in this paper in terms of load-deflection curves, and failure modes for 4 short corroded beams: two corroded beams (A1CL3-B and A1CL3-SB) and two control beams (A1T-B and A1T-SB), the beams noted with B were let repaired in bending only with NSM CFRP rods while the ones noted with SB were repaired in both bending and shear with NSM technique. The corrosion of the tensile steel bars and its effect on the shear capacity of the RC beams was discussed. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for non-shear repaired beams which failed in diagonal tension mode of failure and for shear-repaired beams which failed due to large flexural crack at the middle of the beams along with the concrete crushing, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support.

Design formula for the flexural strengthening of RC beams using prestressed CFRP reinforcement

Applying a certain prestress level to the carbon fiber reinforced polymer (CFRP) reinforcement according to either externally bonded reinforcing (EBR) or near surface mounted (NSM) techniques can mobilize the strengthening potentialities of this high tensile strength composite material. For the prediction of the flexural behavior of reinforced concrete (RC) structures strengthened with prestressed EBR or NSM CFRPs, however, simplified analytical and design formulations still need to be developed as a guidance for engineers to design this type of strengthened structures by hand calculation without any programming help. Hence, the current work aims to briefly explain a developed simplified analytical approach, with a design framework, to predict the flexural behavior of RC beams flexurally strengthened with either prestressed EBR or NSM CFRP reinforcements. Moreover, an upper limit for the prestress level is proposed in order to optimize the ductility performance of the NSM prestressing technique. The good predictive performance of the analytical approaches was appraised by simulating the results of experimental programs composed of RC beams strengthened with prestressed NSM CFRP reinforcements.

Prestress losses in reinforced concrete beams strengthened with NSM-CFRP laminates

Using prestressed near surface mounted fibre reinforced polymers (NSM-FRP) is nowadays regaining the attention from the scientific community for the strengthening of existing reinforced concrete (RC) structures. The application of prestressed internal FRP bars and externally bonded prestressed FRPs has already been deeply investigated and revealed considerable benefits when compared to the corresponding passive solutions. A certain amount of prestress provides benefits mainly associated to structural integrity and material durability. Immediately after prestress transference, it is possible to close some of the existing cracks, decreasing the susceptibility of the element to corrosion and, a certain amount of deflection can be recovered due to the creation of a negative curvature. However, very few studies have been carried out to properly assess the preservation of prestress over time. In this context, several reinforced concrete beams strengthened with prestressed NSM carbon FRP (CFRP) laminates were prestressed and monitored for about 40 days. The data obtained from these experimental programs is in this paper presented and analysed. The observed prestress losses were later modelled using finite elements analysis and, although this topic is not addressed in this paper, the obtained results revealed considerable precision. The largest strain losses in the CFRP laminate were found to be mainly located in the extremities of the bonded length, while in the central zone most of the applied pre-strain was retained over time. The highest CFRP strain losses were observed in the first 6 to 12 days after prestress transfer, suggesting that the application of prestressed NSM-FRP will be very effective over time.

Pesquisa experimental para avaliação da eficiência da fibra de aço na resistência à punção de lajes lisas reforçadas simetricamente

O presente artigo é dedicado à avaliação experimental da eficiência do reforço com fibra de aço em termos da resistência à punção de lajes lisa carregadas simetricamente. Para este fim, oito lajes de 2550 x 2550 x 150 mm3 foram ensaiadas até a ruína, onde se investigou a influência do consumo de fibras (0, 60, 75 e 90 kg/m3) e da resistência do concreto (50 e 70 MPa). Duas lajes de referência, sem fibras, uma para cada classe de resistência do concreto, e uma laje para cada consumo de fibra e para cada classe de resistência do concreto compuseram o programa experimental. Todas as lajes foram armadas à flexão com barras de aço (armadura convencional) de forma a garantir a ruína por punção das lajes de referência. O único reforço transversal foi garantido pelas fibras de aço hooked ends com comprimento e diâmetro de 37 e 0,55 mm, respectivamente, e resistência à tração de aproximadamente 1100 MPa. Os resultados revelaram que as fibras de aço são muito eficientes em converter uma ruína frágil por cisalhamento em uma ruína dúctil por flexão, aprimorando ambos, carga de ruptura e deslocamento. Neste artigo o programa experimental é abordado em detalhe e os principais resultados são apresentados e discutidos.

Modelo para calcular a contribuição da fibra na resistência à punção de lajes em concreto reforçado com fibra de aço

Neste artigo, formulações analíticas são desenvolvidas para calcular a resistência à punção de lajes lisas de concreto reforçado com fibras de aço (CRFA) e que também são reforçadas à flexão por barras de aço (reforço convencional). A partir de análises estatísticas sobre um banco de dados que reúne resultados experimentais de caracterização do comportamento pós-fissuração do CRFA, equações são estabelecidas para avaliar parâmetros da resistência residual à tração na flexão (fRi) a partir de informações fundamentais que caracterizam a fibra de aço. O parâmetro de resistência fRi, proposto pelo ModelCode10 foi usado para definir a lei tensão-abertura da fissura (σ-w) que simula o mecanismo de reforço da fibra em um material cimentício. A segunda parte do artigo descreve uma formulação analítica baseada nos conceitos propostos por Muttoni e Ruiz, onde a lei σ-w é convenientemente integrada para simular a contribuição da fibra de aço na resistência à punção de lajes em CRFA. A partir de um banco de dados, composto de 154 ensaios de punção, o bom desempenho da proposta apresentada é demonstrado. O desempenho do modelo também é evidenciado comparando-se os seus resultados a outros modelos.

Analytical approach for the flexural analysis of RC beams strengthened with prestressed CFRP

The objective of this paper is to propose a simplified analytical approach to predict the flexural behavior of simply supported reinforced-concrete (RC) beams flexurally strengthened with prestressed carbon fiber reinforced polymer (CFRP) reinforcements using either externally bonded reinforcing (EBR) or near surface mounted (NSM) techniques. This design methodology also considers the ultimate flexural capacity of NSM CFRP strengthened beams when concrete cover delamination is the governing failure mode. A moment–curvature (M–χ) relationship formed by three linear branches corresponding to the precracking, postcracking, and postyielding stages is established by considering the four critical M–χ points that characterize the flexural behavior of CFRP strengthened beams. Two additional M–χ points, namely, concrete decompression and steel decompression, are also defined to assess the initial effects of the prestress force applied by the FRP reinforcement. The mid-span deflection of the beams is predicted based on the curvature approach, assuming a linear curvature variation between the critical points along the beam length. The good predictive performance of the analytical model is appraised by simulating the force–deflection response registered in experimental programs composed of RC beams strengthened with prestressed NSM CFRP reinforcements.

Recycled steel fibre reinforced concrete failing in bending and in shear

Recent research is showing that the addition of Recycled Steel Fibres (RSF) from wasted tyres can decrease significantly the brittle behaviour of cement based materials, by improving its toughness and post-cracking resistance. In this sense, Recycled Steel Fibre Reinforced Concrete (RSFRC) seems to have the potential to constitute a sustainable material for structural and non-structural applications. To assess this potential, experimental and numerical research was performed on the use of RSFRC in elements failing in bending and in beams failing in shear. The values of the fracture mode I parameters of the developed RSFRC were determined by performing inverse analysis with test results obtained in three point notched beam bending tests. To assess the possibility of using RSF as shear reinforcement in Reinforced Concrete (RC) beams, three point bending tests were executed with three series of RSFRC beams flexurally reinforced with a relatively high reinforcement ratio of longitudinal steel bars in order to assure shear failure for all the tested beams. By performing material nonlinear simulations with a computer program based on the finite element method (FEM), the applicability of the fracture mode I crack constitutive law derived from the inverse analysis is assessed for the prediction of the behaviour of these beams. The performance of the formulation proposed by RILEM TC 162 TDF and CEB-FIP 2010 for the prediction of the shear resistance of fibre reinforced concrete elements was also evaluated.

Flexural strengthening of RC beams using hybrid composite plate (HCP): experimental and analytical study

Hybrid Composite Plate (HCP) is a reliable recently proposed retrofitting solution for concrete structures, which is composed of a strain hardening cementitious composite (SHCC) plate reinforced with Carbon Fibre Reinforced Polymer (CFRP). This system benefits from the synergetic advantages of these two composites, namely the high ductility of SHCC and the high tensile strength of CFRPs. In the materialstructural of HCP, the ultra-ductile SHCC plate acts as a suitable medium for stress transfer between CFRP laminates (bonded into the pre-sawn grooves executed on the SHCC plate) and the concrete substrate by means of a connection system made by either chemical anchors, adhesive, or a combination thereof. In comparison with traditional applications of FRP systems, HCP is a retrofitting solution that (i) is less susceptible to the detrimental effect of the lack of strength and soundness of the concrete cover in the strengthening effectiveness; (ii) assures higher durability for the strengthened elements and higher protection to the FRP component in terms of high temperatures and vandalism; and (iii) delays, or even, prevents detachment of concrete substrate. This paper describes the experimental program carried out, and presents and discusses the relevant results obtained on the assessment of the performance of HCP strengthened reinforced concrete (RC) beams subjected to flexural loading. Moreover, an analytical approach to estimate the ultimate flexural capacity of these beams is presented, which was complemented with a numerical strategy for predicting their load-deflection behaviour. By attaching HCP to the beams’ soffit, a significant increase in the flexural capacity at service, at yield initiation of the tension steel bars and at failure of the beams can be achieved, while satisfactory deflection ductility is assured and a high tensile capacity of the CFRP laminates is mobilized. Both analytical and numerical approaches have predicted with satisfactory agreement, the load-deflection response of the reference beam and the strengthened ones tested experimentally.