Feasibility of creosote treatment for glued-laminated pine-timber railway sleepers

This article studies the possibility of using market available glued-laminated timber (GLT) based on melamine-urea-formaldehyde (MUF) adhesives as an alternative to traditional solid timber sleepers. The study comprised an examination of the effect of creosote treatment on the short-term and durability after accelerated aging of the glue lines (delamination and shear strength) and the potential for full sapwood penetration by the creosote. Creosote treatment showed a negative effect on shear strength and delamination, more severe in the nonstructural than the structural GLT specimens tested. Full penetration of creosote into the sapwood was not achieved. GLT elements based on MUF adhesives can be considered an alternative to solid wood sleepers if specific grading of lamellas, proper treatment schedule, and highly controlled factory production are implemented.

O caminho fica longe: matriz genética do processo de construção romanesca em Vergílio Ferreira

Dissertação de Doutoramento em Línguas, Literaturas e Culturas. Literatura Portuguesa Moderna

Longshore Transport Estimation on Ofir Beach in Northwest Portugal: Sand-Tracer Experiment

This work aims to shed some light on longshore sediment transport (LST) in the highly energetic northwest coast of Portugal. Data achieved through a sand-tracer experiment are compared with data obtained from the original and the new re-evaluated longshore sediment transport formulas (USACE Waterways Experiment Station’s Coastal Engineering and Research Center, Kamphuis, and Bayram bulk formulas) to assess their performance. The field experiment with dyed sand was held at Ofir Beach during one tidal cycle under medium wave-energy conditions. Local hydrodynamic conditions and beach topography were recorded. The tracer was driven southward in response to the local swell and wind- and wave-induced currents (Hsb=0.75mHsb=0.75m, Tp=11.5sTp=11.5s, θb=8−12°θb=8−12°). The LST was estimated by using a linear sediment transport flux approach. The obtained value (2.3×10−3m3⋅s−12.3×10−3m3⋅s−1) approached the estimation provided by the original Bayram formula (2.5×10−3m3⋅s−12.5×10−3m3⋅s−1). The other formulas overestimated the transport, but the estimations resulting from the new re-evaluated formulas also yield approximate results. Therefore, the results of this work indicated that the Bayram formula may give satisfactory results for predicting the longshore sediment transport on Ofir Beach.

Adriano de Sousa Lopes, director do Museu Nacional de Arte Contemporânea: entre a comunidade e a mudança

Dissertação apresentada para cumprimento dos requisitos necessários à obtenção do grau de Mestre em Museologia

Familial Abdominal Aortic Aneurysm Is Associated With More Complications After Endovascular Aneurysm Repair

OBJECTIVE: A familial predisposition to abdominal aortic aneurysms (AAAs) is present in approximately one-fifth of patients. Nevertheless, the clinical implications of a positive family history are not known. We investigated the risk of aneurysm-related complications after endovascular aneurysm repair (EVAR) for patients with and without a positive family history of AAA. METHODS: Patients treated with EVAR for intact AAAs in the Erasmus University Medical Center between 2000 and 2012 were included in the study. Family history was obtained by written questionnaire. Familial AAA (fAAA) was defined as patients having at least one first-degree relative affected with aortic aneurysm. The remaining patients were considered sporadic AAA. Cardiovascular risk factors, aneurysm morphology (aneurysm neck, aneurysm sac, and iliac measurements), and follow-up were obtained prospectively. The primary end point was complications after EVAR, a composite of endoleaks, need for secondary interventions, aneurysm sac growth, acute limb ischemia, and postimplantation rupture. Secondary end points were specific components of the primary end point (presence of endoleak, need for secondary intervention, and aneurysm sac growth), aneurysm neck growth, and overall survival. Kaplan-Meier estimates for the primary end point were calculated and compared using log-rank (Mantel-Cox) test of equality. A Cox-regression model was used to calculate the independent risk of complications associated with fAAA. RESULTS: A total of 255 patients were included in the study (88.6% men; age 72 ± 7 years, median follow-up 3.3 years; interquartile range, 2.2-6.1). A total of 51 patients (20.0%) were classified as fAAA. Patients with fAAA were younger (69 vs 72 years; P = .015) and were less likely to have ever smoked (58.8% vs 73.5%; P = .039). Preoperative aneurysm morphology was similar in both groups. Patients with fAAA had significantly more complications after EVAR (35.3% vs 19.1%; P = .013), with a twofold increased risk (adjusted hazard ratio, 2.1; 95% confidence interval, 1.2-3.7). Secondary interventions (39.2% vs 20.1%; P = .004) and aneurysm sac growth (20.8% vs 9.5%; P = .030) were the most important elements accounting for the difference. Furthermore, a trend toward more type I endoleaks during follow-up was observed (15.6% vs 7.4%; P = .063) and no difference in overall survival. CONCLUSIONS: The current study shows that patients with a familial form of AAA develop more aneurysm-related complications after EVAR, despite similar AAA morphology at baseline. These findings suggest that patients with fAAA form a specific subpopulation and create awareness for a possible increase in the risk of complications after EVAR.

Utilidade da investigação rotineira de infecção fúngica pela broncoscopia em pacientes infectados ou não pelo HIV em um hospital geral, referência para SIDA

Avaliamos a freqüência de fungos nos materiais de broncofibroscopia em pacientes infectados ou não pelo vírus da imunodeficiência humana (HIV), quais as espécies de fungos mais encontradas e se a infecção pelo HIV alterava o perfil destes fungos. Foram revistas 1943 broncofibroscopias realizadas em hospital de referência para SIDA, no período de 1990-1995. Deste total, 47% foram realizadas em pacientes HIV positivos e 53% em HIV negativos . Dos 908 HIV positivos, 38 (4%) tiveram diagnóstico de micose pulmonar enquanto que dos 1035 HIV negativos, somente 4 (0,2%) tiveram tal diagnóstico (p < 0,001). O diagnóstico de histoplasmose e criptococose predominou no grupo soropositivo para o HIV (p < 0,001). A paracoccidioidomicose foi diagnosticada em três pacientes não infectados pelo HIV. O estudo mostrou que, embora a positividade da pesquisa de fungos nestes materiais tenha baixo percentual de positividade, o grupo soropositivo para o HIV parece se beneficiar desta pesquisa rotineira.

A lenda de "O fantasma que pede boleia" ("The vanishing hitchhiker") em dois folhetos de cordel brasileiros

A crença em fantasmas (pessoas que morreram e regressam momentaneamente do Outro Mundo a este ou que, então, não conseguem sair deste mundo e passar para o outro) é provavelmente uma crença universal. É pelo menos, sem dúvida, uma crença atestada em numerosíssimos países de todos os continentes, desde as épocas mais recuadas até hoje em dia, quer na literatura escrita quer sobretudo na literatura oral. Trata-se de uma lenda muito estudada por autores de vários países e que foi, aliás, a primeira das chamadas lendas urbanas ou contemporâneas a ser alvo de um estudo monográfico, publicado em 1942 e 1943, por dois folcloristas norte-americanos, Richard K. Beardsley e Rosalie Hankey, com base em 79 versões recolhidas no seu país.

Aplicação do teorema cinemático da análise limite ao cálculo da capacidade resistente de fundações superficiais. Influência de aspectos tridimensionais

A expressão da capacidade resistente de fundações superficiais, proposta por Terzaghi (1943) para o caso de uma fundação corrida, sob carregamento vertical, centrado, e onde não se tem em conta a resistência do solo acima da base de fundação, tem sido alvo de diversos estudos ao longo do tempo, visando a melhoria dos factores associados à mesma, assim como a proposta de novos factores. Uma das metodologias disponíveis para tal tarefa é a Análise Limite, onde, através dos teoremas estático e cinemático é possível obter um intervalo que aproxima a carga de colapso. Com o recurso à implementação numérica do teorema cinemático (região superior) da análise limite numa plataforma de processamento paralelo, são realizados cálculos tridimensionais focados para os factores de forma, sγ, sq e sc; e para o factor de profundidade tridimensional, dq*, através da construção de modelos de elementos finitos com refinamento elevado. Os resultados obtidos permitem o encurtamento do intervalo de região inferior e superior e a observação do comportamento dos referidos factores com a evolução da forma e profundidade da fundação.

Evaporation from porous building materials and its cooling potential

Evaporative cooling is a traditional strategy to improve summer comfort, which has gained renewed relevance in the context of the transition to a greener economy. Here, the potential for evaporative cooling of two common porous building materials, natural stone and ceramic brick, was evaluated. The work has relevance also to the protection of built heritage becauseevaporation underlies the problems of dampness and salt crystallization, which are so harmful and frequent in this heritage. It was observed that the drying rate of the materials is, in some cases, higher than the evaporation rate of a free water surface. Surface area measurements by a three-dimensional optical technique suggested, as probable cause of this behavior, that surface irregularity gives rise to a large effective surface of evaporation in the material. Surface temperature measurements by infrared were performed afterward during evaporation experiments outside during a hot summer day in Lisbon. Their results indicate that ordinary building materials can be very efficient evaporative media and, thus, may help in achieving higher energy efficiency while maintaining a simultaneous constructive or architectural function.

A inserção institucional do controle da doença de Chagas

Em 1943, a partir da criação do "Centro de Estudos e Profilaxia da Moléstia de Chagas" da Fundação Oswaldo Cruz de Bambuí em Minas Gerais, são concebidas as bases tecnológicas e metodológicas para o controle extensivo da enfermidade. Para isso foi decisivo o advento de um novo inseticida (o gammexane, P 530) e a demonstração de sua eficácia no controle dos vetores da doença de Chagas. Como resultado prático desses acontecimentos em "maio de 1950 foi oficialmente inaugurada, em Uberaba, a primeira campanha de profilaxia da doença de Chagas, no Brasil". Mesmo que se dispusesse desde então de meios para fazer o controle da transmissão vetorial da endemia chagásica, não se dispunha dos recursos financeiros exigidos para fazê-lo de forma abrangente e regular. O baixo nível de prioridade conferida a essa atividade se expressava em sua inserção institucional. Em 1941, foram criados os Serviços Nacionais, de malária, peste, varíola, entre outros, enquanto a doença de Chagas fazia parte da Divisão de Organização Sanitária (DOS), que reunia enfermidades consideradas de menor importância. Em 1956 o Departamento Nacional de Endemias Rurais (DNERu) incorporou todas as chamadas grandes endemias em uma única instituição, mas na prática isso não significou a implementação das ações de controle da doença de Chagas. Com a reestruturação do Ministério da Saúde em 1970, a Superintendência de Campanhas de Saúde Pública (SUCAM) abarcou todas as endemias rurais, e a doença de Chagas passou a ter o status de Divisão Nacional, na mesma posição hierárquica daquelas outras doenças transmitidas por vetores antes consideradas prioritárias. Essa condição determinou a possibilidade de uma repartição de recursos mais equilibrada, o que efetivamente ocorreu, com a realocação de pessoal e insumos do programa de malária para o controle vetorial da doença de Chagas. Em 1991, a Fundação Nacional de Saúde sucedeu a SUCAM no controle das doenças endêmicas, congregando ademais todas as unidades e serviços do Ministério da Saúde relacionados à epidemiologia e ao controle de doenças. Já então a tendência era a descentralização operativa destes programas, o que no caso das doenças transmitidas por vetores representava uma drástica mudança no modelo campanhista até então vigente. À época, coincidentemente, foi formada a Iniciativa dos Países do Cone Sul para o controle da doença de Chagas, com o trabalho tecnicamente compartido entre os países da região, com metas e objetivos comuns, o que de algum modo contribuiu para que fosse preservada a doença de Chagas como prioridade entre os problemas de saúde. Desde 2003 as atividades de controle da doença no nível central nacional estão sob responsabilidade da Secretaria de Vigilância em Saúde do Ministério da Saúde.

Experimental characterization of an earth eco-efficient plastering mortar

Earthen plastering mortars are becoming recognized as highly eco-efficient. The assessment of their technical properties needs to be standardized but only the German standard DIN 18947 exists for the moment. An extended experimental campaign was developed in order to assess multiple properties of a ready-mixed earth plastering mortar and also to increase scientific knowledge of the influence of test procedures on those properties. The experimental campaign showed that some aspects related to the equipment, type of samples and sample preparation can be very important, while others seemed to have less influence on the results and the classification of mortars. It also showed that some complementary tests can easily be performed and considered together with the standardized ones, while others may need to be improved. The plaster satisfied the requirements of the existing German standard but, most importantly, it seemed adequate for application as rehabilitation plaster on historic and modern masonry buildings. Apart from their aesthetic aspect, the contribution of earthen plasters to eco-efficiency and particularly to hygrometric indoor comfort should be highlighted.

O diário de Etty Hillesum (1941-1942) : Uma leitura dos mecanismos de defesa

Dissertação de Mestrado apresentado no Instituto Superior de Psicologia Aplicada para obtenção do grau de Mestre na especialidade de Psicologia Clínica

Bond of NSM FRP strengthened concrete: round robin test initiative

Despite the extensive research that has been conducted on the debonding behaviour of FRP strengthening systems, no standard methodology has been yet established on its experimental characterization. In this context, to assess the performance and reliability of small scale testing on NSM (near surface mounted) FRP strengthening systems, an experimental program was carried out on a series of nine NSM FRP strengthening systems, in the framework of an international Round Robin Testing (RRT). Eleven laboratories and seven manufacturers and suppliers participated in this extensive international exercise, which regarded both NSM and EBR FRP strengthening systems. Test results obtained for the NSM systems by the participating laboratories are discussed and compared in this paper to investigate the feasibility of the adopted single/double pulling shear test method, to investigate the mechanism of bond between NSM FRP reinforcement and concrete, and to investigate the level of variability obtained between the participating laboratories testing the same material batches. It is concluded that the tested variants in the adopted single/double shear pulling test have a significant influence, stressing the importance of the level of detail of standardized test protocols for bond verification. On overall, given the variants included in this study, the obtained variation in bond stress-slip behaviour between the laboratories remained fairly limited.

Shear strengthening of damaged reinforced concrete beams with hybrid composite plates

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

Effect of environmental ageing on the numerical response of FRP-strengthened masonry walls

Recent durability studies have shown the susceptibility of bond in fiber-reinforced polymer (FRP) strengthened masonry components to hygrothermal exposures. However, it is not clear how this local material degradation affects the global behavior of FRP-strengthened masonry structures. This study addresses this issue by numerically investigating the nonlinear behavior of FRP-masonry walls after aging in two different environmental conditions. A numerical modeling strategy is adopted and validated with existing experimental tests on FRP-strengthened masonry panels. The model, once validated, is used for modeling of four hypothetical FRP-strengthened masonry walls with different boundary conditions, strengthening schemes, and reinforcement ratios. The nonlinear behavior of the walls is then simulated before and after aging in two different environmental conditions. The degradation data are taken from previous accelerated aging tests. The changes in the failure mode and nonlinear response of the walls after aging are presented and discussed.