999 resultados para laser, fibre, ottiche, moduli, connettori, lenti


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Dissertação para obtenção do Grau de Mestre em Engenharia Física

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São propostas novas cavidades de bombeamento para lasers solares do estado sólido de Nd: YAG com o objectivo de melhorar a potência laser de saída e eficiência de bombeamento. São implementados quatro sistemas de guias de onda, um dos sistemas é simétrico e bombeado lateralmente, sendo os restantes três sistemas bombeados lateralmente e pela extremidade. A influência da geometria dos guias de onda no desempenho do bombeamento, o perfil do feixe à saída dos guias e a absorção por parte do cristal de Nd:YAG são optimizados minuciosamente, sendo modelados através do software Zemax. A cavidade de ressonância e as características do feixe são modelados em Lascad. Construíram-se e testaram-se três guias de onda de secção, octogonal, cilíndrica e quadrada. A potência laser multimodo para o sistema ótico bombeado por guia de onda cilíndrica de 20mm de diâmetro e concentrador cónico, foi de 21W, representando uma eficiência de colecção de 11.6W/m2, apresentando um erro de colecção para ΔX=1.3mm de 4.4%.

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O uso do laser de baixa intensidade na supressão de infecções pelos vírus Herpes simplex 1 e 2 foi avaliado após uma a cinco aplicações, sendo observada uma redução gradual na replicação dos vírus Herpes simplex 1 e 2 com 68,4% e 57,3% de inibição, respectivamente, após 5 aplicações, indicando o seu uso clínico.

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INTRODUÇÃO: Pirajá da Silva fez contribuição magnífica à helmintologia ao descrever ovos de Schistosoma mansoni nas fezes de um paciente, no Estado da Bahia e a morfologia de vermes adultos. MÉTODOS: Neste estudo, apresentamos uma avaliação microscópica das lâminas montadas e depositadas na Coleção Helmintológica do Instituto Oswaldo Cruz. A técnica empregada nesta nova análise foi a microscopia de varredura a laser confocal. RESULTADOS: Na parte anterior dos vermes adultos machos, observamos ventosas com musculatura bem desenvolvida e células germinativas dentro dos lobos testiculares. Visualizamos, também, espinhos localizados na região mediana do canal ginecóforo. Na superfície dorsal, encontramos tubérculos e feixes musculares transversais e longitudinais. Em relação ao aparelho reprodutivo feminino, pudemos distinguir um ovo no interior do útero e o ovário alongado com células germinativas. As glândulas vitelínicas estavam restritas à parte posterior das fêmeas conectadas por um ducto vitelínico curto. CONCLUSÕES: As características morfológicas são similares as estudadas anteriormente por Pirajá da Silva com vermes frescos. Além disso, este estudo demonstra a importância de se depositar espécimes nas coleções helmintológicas abrindo possibilidade de novos estudos com estas lâminas.

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Herpes simplex virus types 1 and 2 are the main infectious agents associated with oral and genital ulcerations. These infections are now widely recognized as sexually transmitted diseases. Among treatment options, low-level laser therapy (LLLT) has shown promising clinical results as a longer-lasting suppression therapy. Two clinical cases are described with recurrent labial herpes for which LLLT was used. Following treatment, both patients remained symptom free during the 17-month clinical follow-up period.

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The work described in this thesis was performed at the Laboratory for Intense Lasers (L2I) of Instituto Superior Técnico, University of Lisbon (IST-UL). Its main contribution consists in the feasibility study of the broadband dispersive stages for an optical parametric chirped pulse amplifier based on the nonlinear crystal yttrium calcium oxi-borate (YCOB). In particular, the main goal of this work consisted in the characterization and implementation of the several optical devices involved in pulse expansion and compression of the amplified pulses to durations of the order of a few optical cycles (20 fs). This type of laser systems find application in fields such as medicine, telecommunications and machining, which require high energy, ultrashort (sub-100 fs) pulses. The main challenges consisted in the preliminary study of the performance of the broadband amplifier, which is essential for successfully handling pulses with bandwidths exceeding 100 nm when amplified from the μJ to 20 mJ per pulse. In general, the control, manipulation and characterization of optical phenomena on the scale of a few tens of fs and powers that can reach the PW level are extremely difficult and challenging due to the complexity of the phenomena of radiation-matter interaction and their nonlinearities, observed at this time scale and power level. For this purpose the main dispersive components were characterized in detail, specifically addressing the demonstration of pulse expansion and compression. The tested bandwidths are narrower than the final ones, in order to confirm the parameters of these elements and predict the performance for the broadband pulses. The work performed led to additional tasks such as a detailed characterization of laser oscillator seeding the laser chain and the detection and cancelling of additional sources of dispersion.

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The main purpose of the present dissertation is the simulation of the response of fibre grout strengthened RC panels when subjected to blast effects using the Applied Element Method, in order to validate and verify its applicability. Therefore, four experimental models, three of which were strengthened with a cement-based grout, each reinforced by one type of steel reinforcement, were tested against blast effects. After the calibration of the experimental set-up, it was possible to obtain and compare the response to the blast effects of the model without strengthening (reference model), and a fibre grout strengthened RC panel (strengthened model). Afterwards, a numerical model of the reference model was created in the commercial software Extreme Loading for Structures, which is based on the Applied Element Method, and calibrated to the obtained experimental results, namely to the residual displacement obtained by the experimental monitoring system. With the calibration verified, it is possible to assume that the numerical model correctly predicts the response of fibre grout RC panels when subjected to blast effects. In order to verify this assumption, the strengthened model was modelled and subjected to the blast effects of the corresponding experimental set-up. The comparison between the residual and maximum displacements and the bottom surface’s cracking obtained in the experimental and the numerical tests yields a difference of 4 % for the maximum displacements of the reference model, and a difference of 4 and 10 % for the residual and maximum displacements of the strengthened model, respectively. Additionally, the cracking on the bottom surface of the models was similar in both methods. Therefore, one can conclude that the Applied ElementMethod can correctly predict and simulate the response of fibre grout strengthened RC panels when subjected to blast effects.

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Apesar do elevado potencial do metal magnésio como material útil em várias áreas cien-tíficas e tecnológicas, os seus métodos de produção tradicionais têm um impacto fortemente prejudicial no ambiente e um custo elevado. Este facto é um incentivo à procura de novas so-luções, nomeadamente as que recorrem à utilização da radiação solar partindo do óxido de magnésio. Alguns estudos têm já sido feitos nesse sentido, utilizando laser solar ou radiação solar concentrada mas a utilização concertada dos dois não tinha sido feita até ao momento. Neste trabalho, a exequibilidade da utilização concertada destes dois métodos será avaliada e será estudado o comportamento do óxido de magnésio face à radiação que nele incide.

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O revestimento com laser permite criar revestimentos localizados pela adição de uma liga similar ou dissimilar. O revestimento visa melhorar as características da superfície metálica, tais como a dureza, a resistência ao desgaste por atrito, à corrosão e à fadiga térmica dos componentes sujeitos a condições adversas de trabalho por prolongados períodos de tempo. Esta dissertação tem como objetivo o melhoramento da configuração, a automatização do sistema de revestimento com laser do Laboratório de Laser do Instituto Superior Técnico (IST) da Universidade de Lisboa, utilizado pelo Centro de Física e Engenharia de Materiais Avançados do Instituto Superior Técnico – CeFEMA e a realização de ensaios de deposições com o fim de validação. Foram estudadas as configurações possíveis para o sistema de posicionamento da amostra, do laser e a configuração para o posicionamento com precisão do bocal de adição de pós ao banho de fusão. Após este estudo foram apresentadas e implementadas as propostas de melhoria do sistema inicial. Para tornar o sistema funcional, foi desenvolvido um controlador para comandar as três guias motorizadas de movimento linear OWIS, o laser IPG YLR e o alimentador de pós PLASMA-TECHNIK. Para simplificar a utilização aos investigadores do CeFEMA foi ainda desenvolvida uma interface gráfica que permite ao utilizador definir os principais parâmetros do processo Para a validação do trabalho desenvolvido foram realizados diversos ensaios de deposição da liga Ti52Ta num substrato de titânio. Através dos ensaios de deposição foi estudada a influência de alguns parâmetros do processo na geometria do revestimento obtido, como a altura, a profundidade, o ângulo do cordão, a diluição entre o material de adição e o substrato, tendo ainda sido estudada a influência dos parâmetros do processo na eficiência de deposição.

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Welle Laser is a Brazilian company that manufactures marking and engraving machines mainly for large-scale industry segments providing solutions that help increase productivity. Welle laser has 60% market share in Brazil and decided to go internationally in 2015, mainly to increase revenues and diversify business risks. Welle opened an office in Switzerland and celebrated a contract with a Mexican company to distribute their machines in Mexico. The next step for Welle is expanding its operation to USA. In my project I accessed the viability and reasons to enter the US market, the region where Welle should start its operation, and the best entry mode strategy.

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Adding fibres to concrete provides several advantages, especially in terms of controlling the crack opening width and propagation after the cracking onset. However, distribution and orientation of the fibres toward the active crack plane are significantly important in order to maximize its benefits. Therefore, in this study, the effect of the fibre distribution and orientation on the post-cracking tensile behaviour of the steel fibre reinforced self-compacting concrete (SFRSCC) specimens is investigated. For this purpose, several cores were extracted from distinct locations of a panel and were subjected to indirect (splitting) and direct tensile tests. The local stress-crack opening relationship (σ-w) was obtained by modelling the splitting tensile test under the finite element framework and by performing an Inverse Analysis (IA) procedure. Afterwards the σ-w law obtained from IA is then compared with the one ascertained directly from the uniaxial tensile tests. Finally, the fibre distribution/orientation parameters were determined adopting an image analysis technique.

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In this work, the fracture mode I parameters of steel fibre reinforced self-compacting concrete (SFRSCC) were derived from the numerical simulation of indirect splitting tensile tests. The combined experimental and numerical research allowed a comparison between the stress-crack width (σ - w) relationship acquired straightforwardly from direct tensile tests, and the σ - w response derived from inverse analysis of the splitting tensile tests results. For this purpose a comprehensive nonlinear 3D finite element (FE) modeling strategy was developed. A comparison between the experimental results obtained from splitting tensile tests and the corresponding FE simulations confirmed the good accuracy of the proposed strategy to derive the σ – w for these composites. It is concluded that the post-cracking tensile laws obtained from inverse analysis provided a close relationship with the ones obtained from the experimental uniaxial tensile tests.

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This paper presents the numerical simulations of the punching behaviour of centrally loaded steel fibre reinforced self-compacting concrete (SFRSCC) flat slabs. Eight half scaled slabs reinforced with different content of hooked-end steel fibres (0, 60, 75 and 90 kg/m3) and concrete strengths of 50 and 70 MPa were tested and numerically modelled. Moreover, a total of 54 three-point bending tests were carried out to assess the post-cracking flexural tensile strength. All the slabs had a relatively high conventional flexural reinforcement in order to promote the occurrence of punching failure mode. Neither of the slabs had any type of specific shear reinforcement rather than the contribution of the steel fibres. The numerical simulations were performed according to the Reissner-Mindlin theory under the finite element method framework. Regarding the classic formulation of the Reissner-Mindlin theory, in order to simulate the progressive damage induced by cracking, the shell element is discretized into layers, being assumed a plane stress state in each layer. The numerical results are, then, compared with the experimental ones and it is possible to notice that they accurately predict the experimental force-deflection relationship. The type of failure observed experimentally was also predicted in the numerical simulations.

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The reinforcement mechanisms at the cross section level assured by fibres bridging the cracks in steel fibre reinforced self-compacting concrete (SFRSCC) can be significantly amplified at structural level when the SFRSCC is applied in structures with high support redundancy, such is the case of elevated slab systems. To evaluate the potentialities of SFRSCC as the fundamental material of elevated slab systems, a ¼ scale SFRSCC prototype of a residential building was designed, built and tested. The extensive experimental program includes material tests for characterizing the relevant properties of SFRSCC, as well as structural tests for assessing the performance of the prototype at serviceability and ultimate limit conditions. Three distinct approaches where adopted to derive the constitutive laws of the SFRSCC in tension that were used in finite element material nonlinear analysis to evaluate the reliability of these approaches in the prediction of the load carrying capacity of the prototype.