986 resultados para EXPOSED TEST PAINTINGS
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This paper describes an automatic device for in situ and continuous monitoring of the ageing process occurring in natural and synthetic resins widely used in art and in the conservation and restoration of cultural artefacts. The results of tests carried out under accelerated ageing conditions are also presented. This easy-to-assemble palm-top device, essentially consists of oscillators based on quartz crystal resonators coated with films of the organic materials whose response to environmental stress is to be addressed. The device contains a microcontroller which selects at pre-defined time intervals the oscillators and records and stores their oscillation frequency. The ageing of the coatings, caused by the environmental stress and resulting in a shift in the oscillation frequency of the modified crystals, can be straightforwardly monitored in this way. The kinetics of this process reflects the level of risk damage associated with a specific microenvironment. In this case, natural and artificial resins, broadly employed in art and restoration of artistic and archaeological artefacts (dammar and Paraloid B72), were applied onto the crystals. The environmental stress was represented by visible and UV radiation, since the chosen materials are known to be photochemically active, to different extents. In the case of dammar, the results obtained are consistent with previous data obtained using a bench-top equipment by impedance analysis through discrete measurements and confirm that the ageing of this material is reflected in the gravimetric response of the modified quartz crystals. As for Paraloid B72, the outcome of the assays indicates that the resin is resistant to visible light, but is very sensitive to UV irradiation. The use of a continuous monitoring system, apart from being obviously more practical, is essential to identify short-term (i.e. reversible) events, like water vapour adsorption/desorption processes, and to highlight ageing trends or sudden changes of such trends. (C) 2007 Elsevier B.V. All rights reserved.
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Recently established moderate size free piston driven hypersonic shock tunnel HST3 along with its calibration is described here. The extreme thermodynamic conditions prevalent behind the reflected shock wave have been utilized to study the catalytic and non-catalytic reactions of shock heated test gases like Ar, N2 or O2 with different material like C60 carbon, zirconia and ceria substituted zirconia. The exposed test samples are investigated using different experimental methods. These studies show the formation of carbon nitride due to the non-catalytic interaction of shock heated nitrogen gas with C60 carbon film. On the other hand, the ZrO2 undergoes only phase transformation from cubic to monoclinic structure and Ce0.5Zr0.5O2 in fluorite cubic phase changes to pyrochlore (Ce2Zr2O7±δ) phase by releasing oxygen from the lattice due to heterogeneous catalytic surface reaction.
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Este estudo possui duas partes distintas: 1. in vivo (randomizado e longitudinal) que teve como objetivo avaliar protocolos de tratamento para hipersensibilidade dentinária com laser de baixa potência (com diferentes dosagens), laser de alta potência e agente dessensibilizante, por um período de 12 e 18 meses; e 2. in vitro que teve como objetivo analisar a perda de estrutura de dois dentifrícios distintos (Colgate Total 12 e Colgate Pró Alívio) e analisar a permeabilidade dentinária dos tratamentos da etapa 01, associados aos dentifrícios, após diferentes ciclos de abrasão. Na parte in vivo, as lesões cervicais não cariosas de 32 voluntários, previamente submetidos aos critérios de elegibilidade ou exclusão, foram divididas em nove grupos (n=10): G1: Gluma Desensitizer (Heraeus Kulzer), G2: Laser de baixa potência com baixa dosagem (Photon Lase, DMC) (três pontos de irradiação vestibulares e um ponto apical: 30 mW, 10 J/cm2, 9 seg por ponto com o comprimento de onda de 810nm). Foram realizadas três sessões com um intervalo de 72 horas), G3: Laser de baixa potência com alta dosagem (um ponto cervical e um ponto apical: 100 mW, 90 J/cm2, 11 seg por ponto com o comprimento de onda de 810nm. Foram realizadas três sessões com um intervalo de 72 horas), G4: Laser de baixa potência com baixa dosagem + Gluma Desensitizer, G5: Laser de baixa potência com alta dosagem + Gluma Desensitizer, G6: Laser de Nd:YAG (Power LaserTM ST6, Lares Research®), em contato com a superfície dental: 1,0W, 10 Hz e 100 mJ, ? 85 J/cm2, com o comprimento de onda de 1064nm, G7: Laser de Nd:YAG + Gluma Desensitizer, G8: Laser de Nd:YAG + Laser de baixa potência com baixa dosagem, G9: Laser de Nd:YAG + Laser de baixa potência com alta dosagem. O nível de sensibilidade de cada voluntário foi avaliado através da escala visual analógica de dor (VAS) com auxílio do ar da seringa tríplice e exploração com sonda após 12 e 18 meses do tratamento. Na parte 02, in vitro, foram utilizados terceiros molares humanos não irrompidos e recém-extraídos. Todos foram limpos e tiveram suas raízes separadas das coroas. As raízes foram seccionadas em quadrados de dentina com dimensões de 4x4x2 mm, os quais foram embutidos em resina Epoxi e devidamente polidos até uma curvatura de 0,3 ?m, analisados em perfilometria ótica. Estes foram imersos em solução de EDTA 17% por 2min para abertura dos túbulos e armazenados em uma solução de Soro Fetal Bovino diluído em salina tamponada com fosfato. Os espécimes foram divididos aleatoriamente em 12 grupos (n=10) G1: Sem tratamento de superfície, sem dentifrício; G2: Nd:YAG/sem dentifrício; G3: Gluma/sem dentifrício; G4: Nd:YAG + Gluma/sem dentifrício; G5: Sem tratamento de superfície/Colgate Total 12; G6: Nd:YAG/Colgate Total 12; G7: Gluma/Colgate Total 12; G8: Nd:YAG + Gluma/Colgate Total 12; G9: Sem tratamento de superfície/Colgate Pró Alívio; G10: Nd:YAG/Colgate Pró Alívio; G11: Gluma/Colgate Pró Alívio; G12: Nd:YAG + Gluma/Colgate Pró Alívio. Em seguida, as superfícies receberam a aplicação de fitas adesivas nas duas margens, mantendo uma área central de teste exposta de 4 x 1 mm, onde foram realizados os tratamentos de superfície e os ciclos de abrasão correspondentes a 1, 7, 30 e 90 dias de escovação (52 ciclos, 210 segundos de contato com o slurry; 361 ciclos, 1470 segundos de contato com o slurry; 1545 ciclos, 6300 segundos de contato com o slurry; 4635 ciclos, 18900 segundos de contato com o slurry, respectivamente). A cada etapa de abrasão, foi realizada análise em Perfilometria Ótica. Para as analises de permeabilidade e Microscopia Eletrônica de Varredura, foram utilizadas amostras circulares de 6 mm de diâmetro e 1 mm de espessura de dentina obtidas das coroas dentais. Estas foram divididas aleatoriamente nos mesmos grupos já descritos anteriormente, sendo que 120 espécimes foram utilizados para permeabilidade (n=10) e 36 para MEV (n=3). Ambas as análises foram realizadas após imersão no EDTA; após tratamentos para a sensibilidade; pós 1 dia, 7 dias, 30 dias e 90 dias de escovação. Após análise estatística pode-se concluir que, in vivo, todos os tratamentos foram eficazes para a redução da hipersensibilidade dentinária. Ainda que o nível da sensibilidade dos pacientes aumentou numericamente, estes não são considerados estatisticamente diferentes a partir de 12 meses. Portanto, até a avaliação de 18 meses, podemos concluir que não houve um aumento na sensibilidade dentinária desde a sua diminuição pós-tratamento. In vitro, pode-se concluir que todos os tratamentos foram capazes de diminuir a permeabilidade dentinária. O dentifrício Total 12 apresentou-se como o mais abrasivo em comparação com o dentifrício Pro Alivio, pois este último promoveu uma perda de estrutura menor, porém ambos não apresentaram aumento na permeabilidade nos tempos de escovação. As microscopias eletrônicas de varredura mostram a formação da smear layer, obliterando os túbulos para ambos os dentifricios. Como conclusão, pode-se afirmar que todos os agentes dessensibilizantes foram efetivos, mesmo apresentando estratégias de ação diferentes. Os dentifrícios são igualmente interessantes para o uso caseiro por ocasionarem oclusão tubular e a associação de tratamentos (caseiro e de consultório) parece ser uma alternativa eficaz no tratamento da hipersensibilidade dentinária.
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This paper reports an approach by which laboratory based testing and numerical modelling can be combined to predict the long term performance of a range of concretes exposed to marine environments. Firstly, a critical review of the test methods for assessing the chloride penetration resistance of concrete is given. The repeatability of the different test results is also included. In addition to the test methods, a numerical simulation model is used to explore the test data further to obtain long-term chloride ingress trends. The combined use of testing and modelling is validated with the help of long-term chloride ingress data from a North Sea exposure site. In summary, the paper outlines a methodology for determining the long term performance of concrete in marine environments.
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Studies in several laboratories have confirmed the anxiolytic potential of a wide range of 5-HT1A receptor antagonists in rats and mice, with recent evidence pointing to a postsynaptic site of action in the ventral hippocampus. It would, therefore, be predicted that blockade of 5-HT1A somatodendritic autoreceptors in the midbrain raphe nuclei should produce anxiogenic-like effects. To test this hypothesis, we investigated the effects of WAY-100635 microinfusions (0, 1.0 or 3.0 mug in 0.1 mul) into the dorsal (DRN) or median (MRN) raphe nuclei on behaviours displayed by male Swiss-Webster mice in the elevated plus-maze. As this test is sensitive to prior experience. The effects of intra-raphe infusions were examined both in maze-naive and maze-experienced subjects. Sessions, were videotaped and subsequently scored for conventional indices of anxiety (open arm avoidance) and locomotor activity (closed arm entries), as well as a range of ethological measures (e.g. risk assessment). In maze-naive mice, intra-MRN (but not intra-DRN) infusions of WAY-100635 (3.0 mug) increased open arm exploration and reduced risk assessment. Importantly, these effects could not be attributed to a general reduction in locomotor activity. A similar, though somewhat weaker, pattern of behavioural change was observed in maze-experienced animals. This unexpected anxiolytic effect of 5-HT1A autoreceptor blockade in the MRN cannot be accounted fur by a disinhibition of 5-HT release in forebrain targets (e.g. hippocampus and amygdala), where stimulation of postsynaptic 5-HT1A receptors enhances anxiety-like responses. However, as the MRN also projects to the periaqueductal gray matter (PAG), an area known to be sensitive to the anti-aversive effects or 5-HT, it is argued that present results may reflect increased 5-HT release at this crucial midbrain locus within the neural circuitry of defense. (C) 2002 Elsevier B.V. B.V. All rights reserved.
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Micronuclei and nuclear alterations tests were performed on erythrocytes of Oreochromis niloticus (Perciformes, Cichlidae) in order to evaluate the water quality from Paraiba do Sul river, in an area affected by effluents from an oil shale processing plant, located in the city of Sao Jose dos Campos, Brazil-SP. Water samples were collected on 2004 May and August (dry season) and on 2004 November and 2005 January (rain season), in three distinct sites, comprising 12 samples. It was possible to detect substances of clastogenic and/or aneugenic potential, as well as cytotoxic substances, chiefly at the point corresponding to the drainage of oil shale plant wastes along the river. The highest incidence of micronuclei and nuclear alterations was detected during May and August, whereas the results obtained in November and January were insignificant. This work shows that the effluent treatment provided by the oil shale plant was not fully efficient to minimize the effect of cytotoxic and mutagenic substances in the test organism surveyed. (c) 2006 Elsevier B.V. All rights reserved.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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The most common test to identify latent tuberculosis is the tuberculin skin test that detects T cell responses of delayed type hypersensitivity type IV. Since it produces false negative reactions in active tuberculosis or in high-risk persons exposed to tuberculosis patients as shown in this report, we studied antibody profiles to explain the anergy of such responses in high-risk individuals without active infection. Our results showed that humoral immunity against tuberculin, regardless of the result of the tuberculin skin test is important for protection from active tuberculosis and that the presence of high antibody titers is a more reliable indicator of infection latency suggesting that latency can be based on the levels of antibodies together with in vitro proliferation of peripheral blood mononuclear cells in the presence of the purified protein derivative. Importantly, anti-tuberculin IgG antibody levels mediate the anergy described herein, which could also prevent reactivation of disease in high-risk individuals with high antibody titers. Such anti-tuberculin IgG antibodies were also found associated with blocking and/or stimulation of in vitro cultures of PBMC with tuberculin. In this regard, future studies need to establish if immune responses to Mycobacterium tuberculosis can generate a broad spectrum of reactions either toward Th1 responses favoring stimulation by cytokines or by antibodies and those toward diminished responses by Th2 cytokines or blocking by antibodies; possibly involving mechanisms of antibody dependent protection from Mtb by different subclasses of IgG.
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A spectral aging test was developed to estimate the photochemical damage of oil, acrylic and gouache paints exposed to permanent lighting. The paints were irradiated at seven different wavelengths in the optical range to control and evaluate their spectral behaviour. To reach this objective, boxes with isolated aging cells were made. In each of box, one LED of a different wavelength and one photodiode were installed. Inside the boxes, the temperature of an exhibit area was recreated through a thermocouple sensor that controlled the temperature using a fan. The heat produced by the LED was dissipated by a thermal radiator. Moreover, to evaluate the exposure time dependence of the irradiation level, the test was performed using two different irradiation levels in ten exposure series. After each series, the spectral reflectance was measured, and the data collected for each paint and wavelength were used to develop a model of damage produced by the interaction between the spectral radiant exposure and the paint.
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Background In Booth v Amaca Pty Ltd and Amaba Pty Ltd,1 the New South Wales Dust Diseases Tribunal awarded a retired motor mechanic $326 640 in damages for his malignant pleural mesothelioma allegedly caused by exposure to asbestos through working with the brake linings manufactured by the defendants. The evidence before the Tribunal was that the plaintiff had been exposed to asbestos prior to working as a mechanic from home renovations when he was a child and loading a truck as a youth. However, as a mechanic he had been exposed to asbestos in brake linings on which he worked from 1953 to 1983. Curtis DCJ held at [172] that the asbestos from the brake linings ‘materially contributed to [the plaintiff’s] contraction of mesothelioma’. This decision was based upon acceptance that the effect of exposure to asbestos on the development of mesothelioma was cumulative and rejection of theory that a single fibre of asbestos can cause the disease...
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Fire safety has become an important part in structural design due to the ever increasing loss of properties and lives during fires. Conventionally the fire rating of load bearing wall systems made of Light gauge Steel Frames (LSF) is determined using fire tests based on the standard time-temperature curve in ISO834 [1]. However, modern commercial and residential buildings make use of thermoplastic materials, which mean considerably high fuel loads. Hence a detailed fire research study into the fire performance of LSF walls was undertaken using realistic design fire curves developed based on Eurocode parametric [2] and Barnett’s BFD [3] curves using both full scale fire tests and numerical studies. It included LSF walls without cavity insulation, and the recently developed externally insulated composite panel system. This paper presents the details of finite element models developed to simulate the full scale fire tests of LSF wall panels under realistic design fires. Finite element models of LSF walls exposed to realistic design fires were developed, and analysed under both transient and steady state fire conditions using the measured stud time-temperature curves. Transient state analyses were performed to simulate fire test conditions while steady state analyses were performed to obtain the load ratio versus time and failure temperature curves of LSF walls. Details of the developed finite element models and the results including the axial deformation and lateral deflection versus time curves, and the stud failure modes and times are presented in this paper. Comparison with fire test results demonstrate the ability of developed finite element models to predict the performance and fire resistance ratings of LSF walls under realistic design fires.
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Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. During fire events, cold-formed steel structural elements in these buildings are exposed to elevated temperatures. Hence after such events there is a need to determine the residual strength of these structural elements. However, only limited information is available in relation to the residual strength of fire exposed cold-formed steel members. This research is aimed at investigating the residual distortional buckling capacities of fire exposed cold-formed steel lipped channel sections. A series of compression tests of fire exposed, short lipped channel columns made of varying steel grades and thicknesses was undertaken in this research. Test columns were exposed to different elevated temperatures up to 800 oC. They were then allowed to cool down at ambient temperature before they were tested to failure. Suitable finite element models of tested columns were also developed and validated using test results. The residual compression capacities of tested columns were predicted using the ambient temperature cold-formed steel design rules (AS/NZS 4600, AISI S100 and Direct Strength Method). Post-fire mechanical properties obtained from a previous study were used in this study. Comparison of results showed that ambient temperature design rules for compression members can be used to predict the residual compression capacities of fire exposed short or laterally restrained cold-formed steel columns provided the maximum temperature experienced by the columns can be estimated after a fire event. Such residual capacity assessments will allow structural and fire engineers to make an accurate prediction of the safety of buildings after fire events. This paper presents the details of these experimental and numerical studies and the results.
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Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. During fire events, cold-formed steel structural elements in these buildings will be exposed to elevated temperatures. Hence after such events there is a need to evaluate the residual strength of these structural elements. However, only limited information is available in relation to the residual strength of fire exposed cold-formed steel sections. This means conservative decisions are often made in relation to fire exposed building structures. This research is aimed at investigating the buckling capacities of fire exposed cold-formed lipped channel steel sections. A series of compression tests of fire exposed, short lipped channel columns made of varying steel grades and thicknesses was undertaken in this research. Test columns were first exposed to different elevated temperatures up to 800 oC. They were then allowed to cool down at ambient temperatures before they were tested to failure. Similarly tensile coupon tests were also undertaken after being exposed to various elevated temperatures, from which the residual mechanical properties (yield stress and Young’s modulus) of the steels used in this study were derived. Using these mechanical properties, the residual compression capacities of tested short columns were predicted using the currently used design rules in AS/NZS 4600 and AISI cold-formed steel standards. This comparison showed that ambient temperature design rules for compression members can be used to predict the residual compression capacities of fire exposed short or laterally restrained cold-formed steel columns provided the maximum temperature experienced by the columns can be estimated after a fire event. Such residual capacity assessments will allow structural and fire engineers to make an accurate prediction of the safety of fire exposed buildings. This paper presents the details of this experimental study and the results.
Resumo:
Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. During fire events, cold-formed steel structural elements in these buildings can be exposed to elevated temperatures. Hence after such events there is a need to evaluate their residual strengths. However, only limited information is available in relation to the residual strength of fire exposed cold-formed steel sections. This research is aimed at investigating the distortional buckling capacities of fire exposed cold-formed lipped channel sections. A series of compression tests of fire exposed, short lipped channel columns made of varying steel grades and thicknesses was undertaken in this research. Test columns were first exposed to different elevated temperatures up to 800 oC, and then tested to failure after cooling down. Suitable finite element models were developed with post-fire mechanical properties to simulate the behaviour of tested columns and were validated using test results. The residual compression capacities of short columns were also predicted using the current cold-formed steel standards and compared with test and finite element analysis results. This comparison showed that ambient temperature design rules for columns can be used to predict the residual compression capacities of fire exposed short or laterally restrained cold-formed steel columns provided the maximum temperature experienced by the column can be estimated after a fire event. Such residual capacity assessments will allow engineers to evaluate the safety of fire exposed buildings. This paper presents the details of this experimental study, finite element analyses and the results.